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353 2nd St ACC19-0087 One Car Garage rS"'\J% ACCESSORY PERMIT PERMIT NUMBER S r :(1- ! ACC19-0087 CITY OF ATLANTIC BEACH ISSUED: 11/20/2019 800 SEMINOLE ROAD -':-D1119',„/ ATLANTIC BEACH. FL 32233 EXPIRES: 5/18/2020 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 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. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 353 2ND ST ACCESSORY SINGLE OR TWO ONE CAR GARAGE $24000.00 FAMILY ACCESSORY TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169786 0000 ATLANTIC BEACH COMPANY: ADDRESS: CITY: STATE: ZIP: OWNER: ADDRESS: CITY: STATE: ZIP: JOHNSON JOANN 181 PROCTORS PURCHASE RD HARTLY DE 19953 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247 -5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. Issued Date: 11/20/2019 1 of 2 -�'', ACCESSORY PERMIT PERMIT NUMBER I '� CITY OF ATLANTIC BEACH ACC19-0087 ur ' ISSUED: 11/20/2019 800 SEMINOLE ROAD ' ')r ATLANTIC BEACH. FL 32233 EXPIRES: 5/18/2020 3 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services,Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City right-of-way. 4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $175.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $87.50 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.69 STATE DCA SURCHARGE 455-0000-208-0600 0 $3.13 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $445.32 Issued Date: 11/20/2019 2 of 2 NOTICE OF COMMENCEMENT State of PLO R I D E} Tax Folio No. 16°1 7 g �-) .— o 0o o County of b V tat% To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NQTICE OF COMr ENC�MEN Legal Description of property being improved: Ld t 2 0 eth0. A. West -1 _ D4 L Off' l B7 Block 4 4+/an kc kaas, 1, 1 n Address of property being improved: 353 ,2-- hCX `S"1 / 4 t/a ti flit/- A p ea L� F L 52233 _ General description of improvements: ahe_ Gay- g a i,a 1/49e , oteluci4ec( Owner:Ker.-6•. gnd Jog vin -J O k vl S o✓L Address: 353 2 h C( S 7 A T1,, IC Reac Owner's interest in site of the improvement: _ Fee Simple Titleholder(if other than owner): _ Name: Contractor: -5c01•1CS a S 6 Li) ✓l e i/` _ Address: Telephone No.: Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: n OvNe Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served:Name: 0 0 V1'e Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: noi4 e Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): — THIS SPACE FOR RECORDER'S USE ONLY OWNER Doc#2019287294,OR BK 19039 Page 2297, 7 / / 3 Number Pages:1 Signed: 261:._,,a_e_..,c,N__ Date: jr(/ i / q Recorded 12/17/2019 11:34 AM, Before me this II day of 0-C1417/1 I V •1 in the Cou of Duval to e RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL Of Florida,has personally appeared k I_ 't 'Fi . : ►3-'' • __.. �., JENNY CR J011NSTON COUNTY Notary Public at Large,Sta f rids untyof Du':1':?`�'' s= o MY COMMISSION#GG 042984 RECORDING $10.00 '*: My commission expires: 7:—_'' . XPIRES:October 27,2020 Personally Known: I oFocc Bonded TtwNotary Public Viidewriters Produced Identification: GL 0-(149,` (,c P ' City of Atlantic Beach APPLICATION NUMBER f--- Building Department (To be assigned by< the Building Department) 8Seminole Road —" Attlla t Beach, Florida 32233-5445 e a\( C) - (Jet) l Phone(904)247-5826 • Fax(904)247-5845 / "�6a q? E-mail: building-dept@coab.us Date routed: ( / , l City web-site: http://www.coab.us {{{ APPLICATION REVIEW AND TRACKING FORM Property Address: ?r ( Department review required Yes No / Buildi��___ Applicant: GO t E{Z-- Planning &Zoning Tree Administrator Project: a NC—, e_ s2C-=',, AR._prQe ,--Publia Works '- Public Utilities t CO f K -Q( Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. [Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: t),- Dater -12 ly TREE ADMIN. Second Review: PCProved as revised. Denied. pp ❑ ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES / -aro,„ PUBLIC SAFETY Reviewed by: in IN Date:/ -i I FIRE SERVICES Third Review: A roved as revised. Denie Notapplicable ❑ pp ❑ ❑ Comments: Reviewed by: Date: Revised 05/19/2017 rs' Building Permit Application Updated l0/9/18 _"1 OFFICE COPY City of Atlantic Beach Building Department **ALL INFORMATION �' 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY '• �- IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us( r} Job Address: 35-3 .2 '4. 5+ I-411.r/r , / x ell Permit Number: l@C I 0., -CCZ7 Legal Description 1,-0f21D +LC. w 2 Laf j A1 Block 1 su berotAiCyn /T RE# 1 b(17 8(:)`x/0O Valuation of Work(Replacement Cost)$2Li1 LOO Heated/Cooled SF Non-Heated/Cooled r g2USetV-- • Class of Work: ❑New ❑Addition ❑Alteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial Residential • If an existing structure, is a fire sprinkler system installed?: ❑Yes grNo • Will tree(s) be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) 6dNo Describe in detail the type f work to be performed: -� Cc, c ct .iltz ,eti 1 C.c(v cpV.le_ - L/ (".(VeC�c�l 1' LAD C_ Florida Product Approval# for multiple products use product approval forte"" - Property Owner Information ,I l J n / W . Name Kei+IA •r -1c.r;'t+i Jt (1KSC . Address 3`i3 2k' 5+ 4+IQYi.7rc Reacbt 1.. City /-•i-la yr 1C i t e,-,e. , State FL Zip 3 12 3 3 Phone 3OL 2 2` S'10 l = V Q 2 E-Mail JO ini SeT 1“'d o �n-' 74 C [ !�i►1 Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) moi • Z Contractor Information U m ro O il Name of Company Qualifying Agent Q F—U- a 0 Address City State Zip Office Phone Job Site Conta 'umber U u. en State Certification/Registration# E-MailI- N I" Architect Name&Phone# 3rKce_ L7. Ar✓1a � � ' ai � d 1"'22. X337 CC -74 O u. 5 LU Engineer's Name&Phone# ;; Workers Compensation Insurer OR Exempt ❑ Expiration Date 10 O a ¢ bD CI Application is hereby made to obtain a permit to d• e work and installations as indicated. I certify that no work or instaa • ae commenced prior to the issuance of a permit an• hat all work will be performed to meet the standards of all the laws rla ing Q construction in this jurisdiction. I understand t••t a separate permit must be secured for ELECTRICAL WORK, PLUMBINGGNS, WELLS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirerr tts of this cc 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. OWNER'S AFFIDAVIT:I certify that all 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 REC�/�/',J�RD/fNG UR NOTICE OF COMMENCEMENT. ("2-'44 _ (Signature of Owner or Agent) (Signature of Contractor ( Signed and sw to(or affi m'd)b-,,� =this �f day of Signed and sworn to(or affirmed)b ore me this day of K9c�t) .6O ' MI • a. , by venr.l� •_n - of to / (Signature of Notary) i :''•c"'''• TONI GINDLESPERGER ersonally Known OR ;: MY COMMISSION#GG 353178 [ 1 Personally Known OR [ ]Produced Identification ' •4..;a EXPIRES:October 6,2023 [ ]Produced Identification Type of Identification: "EO`,`•`•°' Bonded Thru Noter�Pubric u _ Type of Identification: OFFICE COPY Revision Request/Correction to Comments *'ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: l� OB ❑ Revision to Issued Permit OR g Corrections to Comments Date: j///y//-' Project Address: 353 2 S hflarl TIL &Qet Contractor/Contact Name: Ked Jo Nn S6.7-1 Contact Phone: 3() 2 z 2 8z01 Email: JO►1►'LSok1kade 4!1c o,coa-rL Description of Proposed Revision/Corrections: (.Q c 0c G1pp(L 4'CA,1,0-A41 GioC umehhcI /D p roV tilted , ss ret veil-e AA- /J • a XIJ'av-14 a- IND /r-ee 1fmavid • Ar T o0orekina6o,- truss 4.77 ,/ • FPA Tneorma4-,rn • LA a-ted are/;, P- v' PA 13 2-23 affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? gNo ❑ Yes (additional s.f.to be added: • Will proposed revision/corrections add additional increase in building value to original submittal? YZNo ❑*yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) Ar ved ❑ Denied ❑ Not Applicable to Department Permit Fee D - c9 App o pp p $ Revision/Plan Review Comments Department Review Required: ,�y� Bui�di • / ' anning&Zoni g Reviewed By Tree Administrator Public Works q Public Utilities 1 l / / ?o/q Public Safety Date Fire Services Updated 10/17/18 a , s, CITY OF ATLANTIC BEACH : 2 800 SEMINOLE ROAD L) �:!r OFFICE ATLANTIC BEACH, FL 32233 ®� (904) 247-5800 1.J3il BUILDING REVIEW COMMENTS Date: 11/12/2019 Permit#:ACC19-0087 Site Address: 353 2ND ST Review Status: Denied _ RE#: 169786 0000 Applicant: Property Owner:JOHNSON JOANN Email: Email:JOHNSONKADE@YAHOO.COM Phone: Phone: 3022428201 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. 2 copies of the Building Department's Florida Product Approval Information Sheets need to be filled out and sign by contractor or owner builder qualifier for all of the components and cladding material used for this project. . 2 copies of the Evaluation Report for the product approval number FL13223 needs to be submitted. One 2 e copy of this document will go to the job site to aid in the installation and inspection of the siding at the siding in progress inspection. Installers should follow the installation detail for the spacing and location of fasteners. 3. The Architect of record responsible for the design of the garage shall sign and seal 2 copies of the / engineered truss plans that shows his approval of the trusses to be used on the garage. /4. The Building Permit Application is incomplete. The space for the Architect's name and phone number was left blank. When returning to the Building Department with re-submittals,please ask the permit tech to locate the application so that the space may be filled out by you. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us r , f Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Owner Builder Affidavit OFFICE COPY **ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 1LC/9-00(?7 I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1"CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE,THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE,THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. . III. IRS WITHHOLDING;OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES.OWNERS BEING SUBJECT TO$5,000 PENALTY UNDER FLORIDA STATUTE NO.455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA"CONTRACTORS CERTIFICATE"TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. CONTACT THE BUILDING DEPARTMENT(904- 247-5826 OR BUILDING-DEPT@COAB.US ) IF IN DOUBT. V. ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. Job Address: 353 2 '= S f 4+(a1T'1,c �€ L1 FL Owner Name: Xe++11 i- Joe,rl Jol'IMSd"ek_ Phone Number: 102-242- 02OI Mailing Address:153 2 0-- .S7 City: A-f)QYl4u Pe.(In State: FL- zip: 322 33 Notarized Signature of Owner ii. � of G The-fozegoing nst ument was acknowledged before me this CO day . .) 0 f , 20 In the State of Florida, County k Signature of Notary Publ. __ PersonaIly Known OR [ ] Produced Identification • Type of Identification: TONIGINDLESPERGER =; Updated 10/24/18 °* • :*; MY COMMISSION#GG 353178 EXPIRES:October 6,2023 ..!;its" Bonded Thu Notary Public Underwriters s=A,T;- , City of Atlantic Beach APPLICATION NUMBER 6, Building Department (To be assigned by the Building Department.) iii: 800 Seminole Road 0 C Atlantic Beach, Florida 32233-5445 ' ( moi J U 08 7 E-mail(9 04)ing24dept c Fax(9us 247-5845 / f).") /I. C) ',oil �} E-mail: building-dept@coab.us Date routed: I t City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: -; - r\ ( Department review required Yes No /--- Building ,: Applicant: (.L) 1‘°. ece-- Planning &Zoning Tree Administrator • Project: 0,,..),_____ e_ ,a. (::?tf\ P_ptQE; Public Works Public Utilities 1 C.C7 ( X -(7-)1( Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. ❑Not applicable (Circle one.) Comments: -- BUILDING Mr Need (ree Pe(c,A ,1- Gr A-if-rd ,,,, }- PLANNING &ZONING Reviewed by: Date: 1 (-- 1 ii— (i TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. I 'Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. [Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Revision Request/Correction to Comments **ALL INFORMATION gr ` HIGHLIGHTED IN _Arr. City of Atlantic Beach Building Department GRAY IS REQUIRED. ' 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:I QQA "OC87 ❑ Revision to Issued Permit OR g Corrections to Comments Date: ////y//9' Project Address: 333 2 rids r 1W/au ? i:_ Pest 41. Contractor/Contact Name: Ker Jo hn - yi Contact Phone: 30 2. 2_11 2_ 920i Email: jO1,1v1Stnkc4e ® y 1Oo,cayr` Description of Proposed Revision/Corrections: 't'LLtQci 004- RpT c„, 4 Jc4, be-nd etoc u Yrieh` I /D 4 p ri %ifi�.4 , 4s re4ues4e Vt. J • a-.i( ce ird a-� 140 e rem ov+t-( • Arc./e 4 c.c., siti o.. o,,. truss ups d • FPA Arr„+5 • 4a e( t ppficQ+sc•- • 4 ✓ FPA 13 223 affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? gNo ❑ Yes (additional s.f.to be added: • Will proposed revision/corrections add additional increase in building value to original submittal? XNo ❑*Yes(additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: ' Buildi �. SPI &Zo g Reviewed By Tree Administrator Public Works r_ Public Utilities Public Safety Date Fire Services Updated 10/17/18 , 0' ric, TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY r IIPP: si% Cityof Atlantic Beach Community Development Department PERMIT# kC( t(--\1 -00F37 800 Seminole Road Atlantic Beach,FL 32233 �r n V y (P)904-247-5800 SITE INFORMATION 4n ADDRESS 3.53 2 1' >� A+la v( 7I 'I c_ Qea Ck. SUBDIVISION BLOCK LOT RE# ❑ RESIDENTIAL ❑ COMMERCIAL E OTHER APPLICANT INFORMATION I NAME ge/1-L d Joaq n Jo lisO-j-1 PHONE0 ADDRESS 353 2 Vd s-f CELL# CITY 44/a t7k Tr C. Rea a. STATE FL ZIP CODE 3 22 33 EMAIL ID i h 5D rl ICcI ate- ® /CI LCr , C-D Y1 ig OWNER ❑ LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation", of the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. I HEREBY CERTIFY THAT i TALL INFORMATION PROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized Agent . -- KeifL f _WI Ks� )/ '14J2oIct 1 SIGNATURE OF APP CANT PRINT OR TYPE NAME DATE SIGNATURE OF APPLICANT(2) PRINT OR TYPE NAME DATE Signed and sworn before me on this Ai day of kj C..)/ 1019 by State of i, County of �Ok (..A__/( Identification verified: . Oath Sworn: ❑ Yes Z CL 1 ,,07)"' TONI GINDLESPERGER P - :' ,..u. _ MY COMMISSION#GG 353178 Notary Signature .�. :o; EXPIRES:October 6,2023 ; � •.;>o•," q?' BondedTMuNotarypubicuderwrilers I My Commission expires 1 04 TREE AND VEGETATION AFFI DAVIT 03.01.2018 rt�Ly;y„ City of Atlantic Beach APPLICATION NUMBER �S Building Department (To be assigned by the Building Department.) ,: ' 800 Seminole Road { �� 9 - 087 Atlantic Beach, Florida 32233-5445 ` l 0 lJ -4011 j' E-maPhonil:(904)b d ng-d pt@coab.us04)247 584 OV O 2019Date routed: I (. / 2 /i q City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM t >>j Property Address: G._ - ( Department review required • Yes No r ;Building,),_ Applicant: U Wive6Z-- . Planning &Zoning Tree Administrator Project: NC i2 � ;Public Works:.\ / Public Utilities-, 1 (s, X Q Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. I (Denied. Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by. 'Jr - . _ _7 Date:,`--` TREE ADMIN. Second Review: ❑Approved as revised. Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I (Approved as revised. Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 PUBLIC WORKS PLAN REVIEW COMMENTS Date: O /l Application#: /9 - ae:f g 7 l SI 4 Project Address: C CONDITIONS OF APPROVAL TO PRINT ON PERMIT Check Box to Select All concrete driveway aprons must be 5"thick,4000 psi, with fibermesh from edge of pavement Driveway to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. ❑ Apron (Commercial driveways-6"thick). Erosion Full erosion control measures must be installed and approved prior to beginning any earth Control disturbing activities. Contact the Inspection Line (247-5814)to request an Erosion and Sediment Control Inspection prior to start of construction. Onsite All runoff must remain on-site during construction. Runoff Post Const. If on-site storage is required, a post construction topographic survey documenting proper TOPO construction will be required. All water runoff must go to retention area and retention overflow 0 Survey must run to street. Pool Pool—Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage ❑ Wellpoint feature (swale, structure or lagoon). Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Roll off Shapells, Inc., Republic Services, Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Container Removal,All American Roll Off, WCA Waste Corporation). Container cannot be placed on City ROW. ROW Restoration Full right-of-way restoration, including sod, is required. Utility Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 0 Road Cut 10' in each direction from the center of the cut. Repair must be shown on the plans. Construction Provide construction site management plan, including location of silt fence, dumpster, portable 0 Site Mgmt. toilet. Right-of-Way Permit is required if using right-of-way for construction parking. Runoff All runoff must remain on-site. Cannot raise lot elevation. 0 Document Strongly suggest thorough documentation of impervious areas be recorded. 0 Impervious Slab Slab and driveway to be fully removed. 0 Driveway Maximum Maximum driveway width within the City right-of-way is 20'. ❑ Driveway Circular Maximum circular driveway width within the City right-of-way is 12'. 0 Driveway Grass Full site to be grassed. ❑ TOPO Must provide a topographic (TOPO) survey with water retention for final CO Inspection. 0 Survey Revision Any plan change must be submitted as a Revision to the Building Department. 0 Fencing All old fencing and debris must be removed from job site by Contractor. 0 Removed Decking All old decking and debris must be removed from job site by Contractor. 0 Removed Infra- Any damage done to infrastructure must be repaired by Contractor. 0 structure Revised 2/26/19 RIGHT-OF-WAY/ EASEMENT PERMIT APPLICATION **ALL INFORMATION 1114* City of Atlantic Beach HIGHLIGHTED IN GRAY IS IN 800 Seminole Road, Atlantic Beach, FL 32233 REQUIRED. PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job Address 353 Z+IA .51- 8eac vl Permit Number Contractor Information I l Company Yelt-L. Joh, vi car, (1)..)..A-1e ,) Qualifying Agent Address 353 2,zn-4 .S± City Pd igtc-- 13egcp k State FL- Zip 52233 Phone 3o2 '2 Li 2- —g 2-01 Email JOttv4SOVN ki=t Ae ya Loc> C--o"f>"-\ State Certification/Registration # A/A Architect Phone Email • Engineer NA Phone Email Workers Compensation Insurer N A OR Exempt o Expiration Date • Permittee declares that prior to filing this application they have ascertained the location of all existing utilities,both aerial and underground and the accurate locations are shown on the sketches. • Whenever necessary for the construction, repair, improvement, maintenance,safe and efficient operation,alteration or relocation of all,or any portion of said street or easement as determined by the Public Works Director, any or all said poles, wires, pipes,cables or other facilities and appurtenances authorized hereunder,shall be immediately removed from said street or easement or reset or relocated hereon as required by the Public Works Director and at the expense of the Permittee unless reimbursement is authorized. • All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of D'JV€`I (Project Superintendent) with (Company Name) Phone • All materials and equipment shall be subject to inspection by the Public Works Director. • All city property shall be restored to its original condition as far as practical, in keeping with City specifications and the manner satisfactory to the City. • A sketch of plans covering details of this installation,as well as a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the City right-of-way are to be included with this application. • The permittee shall commence actual construction in good faith within days. If the beginning date is more than 60 days from date of permit approval then permittee must review the permit with the Public Works Director to make sure no changes have occurred in the area that would affect the permitted construction. • It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder,and the holder will,at all times,assume all risk of and indemnify,defend and save harmless the City of Atlantic Beach from and against any and all loss, damage and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. • 1 The Pu is Works Di ec r shall be notified 24 hours prior to starting work and again immediately upon completion. Date / /772.0/ Permittee(signed in presenc of Notary Public) STATE OF FLORIDA,COUNTY OF DUVAL V C The foregoing instrument was acknowledged this ( day of ` -) 0 ,20 7 , by elft, 4 JO K h SQA ,who personally appeared before me and (printed name of Permittee) ackno ledged that he 'g�iel the instrument voluntarily for the purpose expressed i •y,..• TONIGINDLESPERGER 'W.:._' MY COMMISSION 0 GG 353178 • A' EXPIRES:October 6,2023 �L. [ ]-"5ersor$ally Kriotnln Soma hu Nally PubicUndMwlers Signa T e of Notary Public State f Florio [ ] Producei3 Identification H:\Applications&Forms\Word&Excel Document Originals\201801001 Right-of-Way Easement Permit Application.docx Revision Date:10/1/18 • �J�;� REVOCABLE ENCROACHMENT AGREEMENT City of Atlantic Beach **ALL INFORMATION HIGHLIGHTED IN GRAY 800 Seminole Road,Atlantic Beach, FL 32233 IS REQUIRED. REVOCABLE ENCROACHMENT AGREEMENT by the City of Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida, hereinafter referred to as "CITY" and x&214-i 4 _LA, h S o"Yt. of Atlantic Beach, Florida, hereinafter referred to as "USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property for the purpose as described in the City of Atlantic Beach. This work is generally described as ci v-i . way Any facility maintained, repaired, erected, and/or ir(stalled in the exercise of the privilege granted remains subject to relocation or removal on thirty(30)days'notice by CITY to USER,said notice to USER shall be given by certified mail,return receipt requested,to the following address 353 2Yid S f� k+lcr h T iG I eaci FL- 32-233 • In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above described easement or property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. • The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other land use and code requirements of the CITY, including City Code Section 19-7(h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." • The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach Public Works Department, for said change within 30 days after the day of completion. • This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. • USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of easements, public right-of-ways and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. -/2-e.) rN Date ill 7 J2o [ 9 Property Owner/Ag nt(signed in presence of Notary Public) STATE OF FLORIDA, COUNTY OF DUVAL ,. The foregoing instrument was acknowledged this ( day of k, C)V , 20 ( , by et#Vl A _J o k vlso-r. ,who personally appeared before me and ac o,l(printed name of igner) edged hat he/ he signed he instrument voluntarily for the purpose expressed in it. Department Approval: Signature of Notary Public,State of Florida r TONIGINDLESPERGER • s - "f Personally Known ,•' �: MYCOMMISSION#GG353178 [ j Produced Identification(Type) EXPIRES:October6,2O23 Scott Williams, Public Works Director "�•.. •.... Bonded nee Notary%Mc Undenet tets H:\Applications&Forms\Word&Excel Document Originals\20180831 Revocable Encroachment Agreement.docx Revision Date:8/31/18 cfn' di-I' 1 -tA' q'z -- 1420 `Hi S 9 771 -z-r k6:// )725i lAnYMY 1449 t zXz w '; "Q°6 ?- 04A 9i : x ;4 4r7 48; 6r = 7X77r9 - g1ptir lyf of7. J'n q PdID Drkor isfirur) a,ry oa^6/ N D1r7 707 City of Atlantic Beach APPLICATION NUMBER ` #-* Building Department (To be assigned by the Building Department.) 800 Seminole Road (� C� /-� 7 -)1110- �� Atlantic Beach, Florida 32233-5445 I , V lJ 0 Phone(904)247-5826• Fax(904)247-5845 -0.7 } E-mail: building-dept@coab.us Date routed: I t / ()) C) City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 2'-- _�( Department review required Yes No Building 0 (O Applicant: r1\ E-,-(Z__nn� Planning &Zoning' Tree Administrator Project: iz_RLQ c , Public Works Public Utilities CO / X0( Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ❑Denied. Io�fV t applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by. — Date: //- /2-/9 TREE ADMIN. Second Review: nApproved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. I (Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 PUBLIC UTILITIES PLAN REVIEW COMMENTS Date: Application#: Project Address: Check Box Check APPLICATION TRACKING COMMENTS to Add Box to Comment Print Underground Avoid damage to underground water and sewer utilities. Verify vertical and Water Sewer horizontal location of utilities. Hand dig if necessary. If field coordination is 0 0 Utilities needed, call 247-5878. Meter Boxes Sewer Ensure all meter boxes, sewer cleanouts and valve covers are set to grade 0 0 Cleanout and visible. A sewer cleanout must be installed at the property line. Cleanout must be RT1 Sewer covered with an RT1 concrete box with metal lid. Cleanout to be set to grade 0 0 Cleanout and visible. A reduced pressure zone backflow preventer must be installed if irrigation will RPZ be provided or if there is a private well on the property. Backflow preventer ❑ ❑ Backflow must be tested by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change, any fire line Sensus installed must be metered with a Sensus touch-read meter in a properly sized Touch-Read vault and an appropriate backflow preventer installed. Backflow preventer 0 0 Meter must be tested by a certified tester and a copy of the results sent to Public Utilities. Fire Backflow If fire sprinkler system is provided, call 247-5878 for backflow requirements. 0 0 Requirement At a minimum,will require a double check backflow preventer. Fire Line Fire lines must be metered with a Sensus touch-read meter. Meters larger ❑ ❑ Meter than 2" must be installed in a vault as noted in JEA specifications. Utility Map See attached Utility Map. 0 0 Disconnect & Cap Disconnect and cap water and sewer lines. 0 0 Inspection MUST call the Inspection Line at 247-5814 to request an inspection of the Prior disconnected and capped water and sewer lines PRIOR to demolition. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ O 0 MAP SHOWING FINAL BOUNDARY, TOPOGRAPHIC & TREE SURVEY OF: LOT 20, TOGETHER WITH THE WEST 1/2 OF LOT 18, BLOCK 4, ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5, PAGES 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, LESS AND EXCEPT THE SOUTH 10.00 FEET FOR ADDITIONAL RIGHT OF WAY FOR SECOND STREET (ASLO KNOWN AS 353 SECOND STREET, ATLANTIC BEACH, FL 32233) 1 LOT 17 LOT 15 LOT 19 FO NO IDENB IFICA�ON R LOT 21 r °'�- 75-00 1 +.4' zs.DD' IRON PIPE _ ._ 25.00'LeglA 1 os. FOUND 1/TIFICATION 50.09'del /e NO IDEM (9•t)" /e re J1 •,4'PAW x m4c.r4;grA .__.......! jitz-i,l,"10 . \ ( o CHMA2 0 1O= CA RY 0.Yt4 I � SRA ) --1 (TEMP w TREE sruMPN .- Ti'PALM• m 1 >,Aw O\�OEVATION(NL 1 1 N \ ` T(s 1� \ .q1 r re reex/e0 J I 74-am r ,.T N •I. 1,•14, 'C 0 1 ETE i r- k t �' ,�W t 1 C r j a-:•10 ELE`FA(8.34) %`1�q 1 Flq LOT 16 iil 1 r4sJ 1. '.aJ 36-0. ` a) I ll - :til 27.0• A O Z --u 0 .. 1 ELEvARE Q CONCLOT 22 O ti bl AEX P� 09, Q O • 1 1 STORY MASONRY a, :'s' D O , m .t STUCCO all ,so' •'e_ `wroIKG,�0 353 zl • o RESIDENCE N I -4 Ca..cl^2 'I `� O .100.141 10 rI41 4 OAK. (Z) r•G ..o• -{ 1 ?a 36.0'\ ?` l I F-F.E It.78 '' • r E lq U7 7.D .. 11 c � c.3":E ' �l C ` 70 OIKpS�`� ;= OFFICE COPS .j'`1 'TI PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: 353 2 d S- 44-la 61-1-,c Rea c 4 FL 3 22.33 Permit#: /9(Z!9 008 *Owner/Project Name: 1<'erJ L- t lo lin Jo 1111Sc,-'7\ As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging /bag Ahell),Ls i 1,9 `v+ 16 'I 6 2. Sliding 3. Sectional 4. Garage Roll-Up Pellok 5 teffierietict 7x10 6Q7. q 5. Automatic 6. Other B. WINDOWS .. 1. Single hung 2. Horizontal slider 3. Casement 4. Double hung 5. Fixed 6. Awning Pe)(A, 2.o x2,0 vinyl 2, (oS3y 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12. Other Page 1 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1. Siding James ant be- rietreile Panel 13223 2. Soffits 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D. ROOFING PRODUCTS 1. Asphalt shingles GAF _T,nbe„I:".- I-I-D J 01 2L-1 2. Underlayments G I-F ka,. , 3. Roofing fasteners 1 D 6 6 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Page 2 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E. SHUTTERS 1. Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor 2.Truss plates 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12. Sheds 13. Other G. SKYLIGHTS 1. Skylight Sofa-J-u.be '-fJh� - be ��y 8 c7 2. Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updated 10/17/18 OFFICE COPY In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. / ti *Contractor Name (Print Name): rle,� J khi Sc7'n *Contractor Signature: *Company Name: N!A' *Mailing Address: 353 2 n°Q 5 *City: A +(qBea. c—'A *State: FL *Zip Code: 3.2,233 *Telephone Number: 3 62, - 2q2- - 8201 *E-mail Address: J o 11hsen ka cf e e 1 , t-c-,""r\ Cell Phone Number: 302-- .2 ti 2 — R 2,0 ( Fax Number: Page 4 of 4 Updated 10/17/18 It OFFICE COFV A _ „,„s .._ t Z ALL STUDS HELD BACK 1/2" FROM EDGE OF SLAB V) -.� ALL DIMENSIONS ARE TAKEN FROM OUTSIDE EDGE OF STUD Irk -416412 ► / Is-11-0 �hl/1i 5��~ "; • • ,.....i 2175 W. 18th Street Jacksonville,Fl 32209 Office:904-356-5440 ` Al www.glecklerandsons.com XCustomer Name Al Walk In Modal ^ „fest Ael Johnson Lot gubdi,...n Ai ...."-11Address© Ai 353 2nd St. Z24”OC Cry .6 Sop Coda Al Atlantic Beach 11 t• Engineer of Record , A2 4 A/ A2 o N A2 AI DESIGN CRITERIA Bo16Mq Cob FBC 2017 J A2 I.oeding Reel Floor 24"OC Top CMN Live Load 20.0 NM .9 11Th si A2 Top Chord pad l... 7.0 N6t 160 VW Bonrnn Clod Live Load 0.0 NW 0.0 NBP Bolom Chord D.M IoM 10.0IMP S.0 NW A2 Wi.d Exp/Opening C4 B-Eaf1666d Wind Speed 1T0nRR •i WOK METAL CONNECTOR PLATES BY YK Ai FL APPROVAL CODE PT.nmad Al _ J Al.I.BEAMS ARE.CRO M1A2000Fb-T.6R FL APPROVAL CODE FL6527-R9 Designer:Brittaney Register Job 11/6/2019 ATTENTION'.CONTRACTORS,CREWS.AND FRAMERS Job iT: E 15 5 8 IIT We ION C ilkv of the installer IMiilder,budding...or.homed mNecw,a.M or eremw aodraclor)m pmpaly nano,nolo.,atae,handle,imrall and brew metal plate connected nand no mm m past Ore end properly Refs N BCSI-B I Summery Skeet-Guide far IlandlnF Imtaling,Restraining.and Bracing of Two.DO NOT RR OR ALTER TRUSSES.Any Bemlen m dime...shot.be directed to Gleckha and Som BuiNmg Supplier Compomm pYm N 90)-.316.5440 prig to gallon or mdifulNn of soy trunto Gleckla and Son Bo.,Supplies•M liable for eery-Bah(Merges"tasks mod by me of an repermtstn-a heft.the work coating the charge n perform. mit Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. OFFICE COPY MiTek RE: E1558 - 353 2nd St. MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Walk In Project Name: . Model: Lot/Block: . Subdivision: . Address: 353 2nd St., . City: Atlantic Beach State: fl Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017fTPI2014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 2 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T18581121 Al 11/6/19 2 T18581122 A2 11/6/19 ` %%rtumuli_ The truss drawing(s) referenced above have been prepared by +`" -'CER P• p"ii, MiTek USA, Inc. under my direct supervision based on the parameters GEN � •• provided by Gleckler and Sons Building Supplies. •• No 22839 Truss Design Engineer's Name: Finn, Walter • My license renewal date for the state of Florida is February 28, 2021. : : * 4/: IMPORTANT NOTE:The seal on these truss component designs is a certification STATE OF• that the engineer named is licensed in the jurisdiction(s)identified and that the i�.(%•••-`4 O .•*. �`�� designs comply with ANSUTPI 1. These designs are based upon parameters i,�� 0 R c �� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were e1,11'110........ •••••••�� s' TRENCO's customers iven to MiTek or fi eOreferrencerpJect urpo eecific only,land wason included is for MiTek's or not taken into account in the .111111i1110"I �� preparation of these designs. MiTek or TRENCO has not independently verified the Walter P.Finn PE No.22839 applicability of the design parameters or the designs for any particular building. Before use, MiTek USA.Inc.FL Cert 6634 the building designer should verify applicability of design parameters and properly 6904 Parke East Blvd.Tampa FL 33610 incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Date: November 6,2019 Finn, Walter 1 of 1 'Job. i Truss Truss Type Qty Ply 353 2nd St. E1558 Al Common Supported Gable 2 1 T18581121 Reference(optional) Gleckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.32 E Oct 29 2019 Print:8.320 E Oct 29 2019 MiTek Industries,Inc.Wed Nov 06 06:45:22 Page:1 I D:ao3Vy7vbA3TtC6O1 j2VtUGyM_Ou-agaA3MvUMMMBjtfefi7UQgXTgHvgh49ia_V r6CyM_ET I -2-0-0 14- 2-0-0 I 1-10-2 I 6-1-14 I 6-1t 114 I 11-10-2 I 2-0-0 4x6= 8 OFFICE COPY 7 % 9 v M 12 32 6 1033 t7 w 5 3x4 0 5 11 3x4, 9 3x4= 3 4 12 13 v v N 3x4= a r ao ao m 2 ��'Id w w w w w IllillillibliN11111 . 14 c ", `Fr cdis• r r r r r r r r r irra rD O 0 1 :::.'we eeeee❖:❖:❖:❖:❖:❖owee:❖:❖:❖:ee.e.:❖:❖:❖:❖:•::•:ee:❖:❖e:❖:❖:eeee❖:❖eowe.:❖: 15 .-.-.!:1:-.-.-.-.-.-.::!.!.!.!.!.!.!.!.!.!.!.!.!.!.!.!.!.!.!.!.!.!.!.!.!.!.!.!.!.!.1.l..l:.1.l..:1.1.1.1.1.1.1.l..l..11..l..11llllll.! !.!.!.!.!.!.!.!.!.!.!.!.!, 24 23 22 21 20 19 18 17 16 4x8 e 4x8 0 0-�-8I 16-0-0 0- -8 15-11-8 Scale=1:39.6 Plate Offsets(X,Y): [2:0-3-8,Edge],[2:0-3-13,Edge],[14:0-3-8,Edge],[14:0-3-13,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (lac) 1/deft L/d PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a - n/a 999 BCLL 0.0' Rep Stress lncr YES WB 0.03 Horz(CT) 0.00 28 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:81 lb FT=20% LUMBER TOP CHORD 1-2=0/42,2-31=-82132,2-31=-80/51, 8) 'This truss has been designed for a live load of 20.0psf TOP CHORD 2x4 SP No.2 2-3=-41/35,3-4=-39/42,4-5=-30/47, on the bottom chord in all areas where a rectangle BOT CHORD 2x4 SP No.2 5-32=-21/66,6-32=-14/69,6-7=-31/95, 3-06-00 tall by 2-00-00 wide will fit between the bottom OTHERS 2x4 SP No.3 7-8=-40/120,8-9=-40/125,9-10=-30/100, chord and any other members. BRACING 10-33=-14174,11-33=-21/71,11-12=-15/42, 9) All bearings are assumed to be SP No.2 crushing TOP CHORD Structural wood sheathing directly applied or 12-13=-17/28,13-14=-19/21,14-34=-77/51, capacity of 565 psi. 6-0-0 oc purlins. 14-34=-80/32,14-15=0/42 10)Provide mechanical connection(by others)of truss to BOT CHORD Rigid ceiling directly applied or 10-0-0 oc BOT CHORD 2-24=-49/129,23-24=-17/80,22-23=-17/80, bearing plate capable of withstanding 112 lb uplift at joint bracing. 21-22=-17/80,20-21=-17/80,19-20=-17/80, 2,115 lb uplift at joint 14,37 lb uplift at joint 21,35 lb REACTIONS (lb/size) 2=247/15-11-0,14=247/15-11-0, 18-19=-17/80,17-18=-17/80,16-17=-17/80, uplift at joint 22,46 lb uplift at joint 23,14 lb uplift at joint 16=105/15 11-0,1717=101/15-11-0, 14-16=-17/80 24,36 lb uplift at joint 19,36 lb uplift at joint 18,46 lb 18=97/15-11-0,1 =10/15-11-0, WEBS 8-20=-67/0,7-21=-77/98,6-22=-71/87, uplift at joint 17,17 lb uplift at joint 16,112 lb uplift at 20=91/15-11-0, =103/15-11-0,=1035-23=-73/73,4-24=-79/48,9-19=-77/99, joint 2 and 115 lb uplift at joint 14. 22=97/15-11-0,23=101/15-11-0, 10-18=-71/87,11-17=-73/73,12-16=-79/47 11)n/a 24=105/15-11-0,25=247/15-11-0, NOTES LOAD CASE(S) Standard 28=247/15-11-0 1) Unbalanced roof live loads have been considered for Max Horiz 2=-64(LC 13),25=-64(LC 13) this design. Max Uplift 2=-112(LC 8),14=-115(LC 9), 2) Wind:ASCE 7-10;Vult=130mph(3-second gust) 16=-17(LC 13),17=-46(LC 13), Vasd=101 mph;TCDL=4.0psf;BCDL=5.0psf;h=25ft; 18=-36(LC 13),19=-36(LC 13), Cat.II;Exp B;End.,GCpi=0.18;MWFRS(envelope) 21=-37(LC 12),22=-35(LC 12), exterior zone and C-C Corner(3)-2-0-0 to 1-0-0, 23=-46(LC 12),24=-14(LC 12), Exterior(2)1-0-0 to 8-0-0,Corner(3)8-0-0 to 11-0-0, 25=-112(LC 8),28=-115(LC 9) Exterior(2)11-0-0 to 18-0-0 zone;cantilever left and Max Gray 2=247(LC 1),14=247(LC 1), right exposed;end vertical left and right exposed;C-C 16=116(LC 3),17=101 (LC 1), for members and forces&MWFRS for reactions shown; 18=97(LC 24),19=104(LC 24), Lumber DOL=1.60 plate grip DOL=1.60 20=94(LC 22),21=104(LC 23), 3) Truss designed for wind loads in the plane of the truss 22=97(LC 23),23=101 (LC 1), only. For studs exposed to wind(normal to the face), 24=116(LC 3),25=247(LC 1), see Standard Industry Gable End Details as applicable, 28=247(LC 1) or consult qualified building designer as per ANSI/TPI 1. FORCES (lb)-Maximum Compression/Maximum 4) All plates are 2x4 MT20 unless otherwise indicated. Tension 5) Plates checked for a plus or minus 5 degree rotation about its center. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom Wafter P.Finn PE No.22839 chord live load nonconcurrent with any other live loads. Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33810 Date: November 6,2019 - r II r11M111111 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not hul• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quality Cdt.da,DSI-89 and SCSI Balding Component 6904 Parke East Blvd. satiety hformalbwavailoble from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job• + Truss Truss Type • Qty Ply 353 2nd St. 718581122 E1558 A2 Common 14 1 Job Reference(optional) Gleckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.32 E Oct 29 2019 Print:8.320 E Oct 29 2019 MiTek Industries,Inc.Wed Nov 06 06:45:24 Page:1 ID:W eBP EB W W iERPNCytrKwNBW yM_PO-Sbpgvky_PasdCUyPuYBQbW h 1 qu7VdrOHVcT3FzyM_EP 0 8-0-0 18-0-0 200 I 8-0-0 16-0-0 2-0-0 4x6 3 = OFFICE COPY 51r 14 15 co c? co 13 16 2 4 "ff me- 1 6 5 2x4 n 3x6= 3x6= 0-7-8 8-0-0 I 15-11-8 16 -0 0-I!-8 7-11-8 7-11-8 0-6-8 Scale=1:37.4 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.12 6-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.22 6-12 >868 180 BCLL 0.0' Rep Stress Incr YES WB 0.14 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:61 lb FT=20% LUMBER 6) All bearings are assumed to be SP No.2 crushing TOP CHORD 2x4 SP No.2 capacity of 565 psi. BOT CHORD 2x4 SP No.2 7) Provide mechanical connection(by others)of truss to WEBS 2x4 SP No.3 bearing plate capable of withstanding 178 lb uplift at BRACING joint 2 and 178 lb uplift at joint 4. TOP CHORD Structural wood sheathing directly applied or LOAD CASE(S) Standard 3-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=700/0-5-8,4=700/0-5-8 Max Horiz 2=-70(LC 13) Max Uplift 2=-178(LC 12),4=-178(LC 13) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/42,2-13=-924/166,13-14=-917/178, 3-14=-834/188,3-15=-834/188, 15-16=-917/178,4-16=-924/166,4-5=0/42 BOT CHORD 2-6=-88/786,4-6=-88/786 WEBS 3-6=0/366 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101 mph;TCDL=4.0psf;BCDL=5.Opsf;h=25ft; Cat.II;Exp B;End.,GCpi=0.18;MWFRS(envelope) exterior zone and C-C Exterior(2)-2-0-0 to 1-0-0, Interior(1)1-0-0 to 8-0-0,Exterior(2)8-0-0 to 11-0-0, Interior(1)11-0-0 to 18-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 5 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) *This truss has been designed for a live load of 20.0psf Walter P.Finn PE No.22839 on the bottom chord in all areas where a rectangle MiTek USA,Inc.FL Cert 6634 3-06-00 tall by 2-00-00 wide will fit between the bottom 6904 Parke East Blvd.Tampa FL 33610 chord and any other members. Date: November 6,2019 t ► Q WARNING-Vern),design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10/032015 BEFORE USE. Design valid for use only with MlrekrS connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSVIPIl Quality Cdt•da,D35-$9 and SCSI Bolding Component 6904 Parke East Blvd. Satety kNomlallotlovailable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3 " Center plate on joint unless x,y1 /4 I 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property offsets are indicated. Damage or Personal Injury MEIDimensions are in ft-in-sixteenths. •44 Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 0-1/1 d, OFFICE Copy 2. wTride bracing must ben designed by lan themselves wide truss spacing,individual lateral braces themselves WEBS 4 may require bracing,or alternative Tor I _ i 0 bracing should be considered. CO= 3. Never exceed the design loading shown and never U stack materials on inadequately braced trusses. a 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate designer,erection supervisor,property owner and plates 0 ' a'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 () 5 5. Cut members to bear tightly against each other. 1 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. Connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. •Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that , Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSITTPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. , I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTeke All Rights Reserved approval of an engineer. %EEO reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. � �� � * 18.Use of green or treated lumber may pose unacceptable �� environmental,health or performance risks.Consult with Industry Standards: MI project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Reviisnotewsufficienall portionst. of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. ty BCSI: BuildingComponent SafetyInformation, 20.Design assumes manufacture in accordance with GuidetoGood Practice fr Handling, F /I e k ANSUTPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 rormr-inn has gawa ®CC �V+E MaR►uE coCOUNTYCRC OFFICE APPROVED ACCREDITED ACCREDITED ASSO IdiES,Ilio- LABORATORY July 30, 2017 Pingsheng Zhu. P.E Product Compliance Engineer James Hardie Building Products 10901 Elm Ave. Fontana. CA 92337 Re: NOA-17-0406.06 Relative to FBC 2017 Project RIO-2679AA-17 Dear Pingsheng: After review of the 2017 FBC. it is my opinion that the current NOA-17-0406.06 is in compliance with the 2017 Florida Building Code. Referenced Standards in the 2017 FBC: 1. Wood:AWC NDS-2015&SDPWS-2015 2 Structural Loads ASCEISEI-7-10 Concrete:ACE-318-14 4 Masonry TMS402-2016,ACI530-13/ASCE-5-13 5. Structural Steel:AISC 360-10(Including manual of steel construction 2010(14 edition)) 6. Cold-formed Steel AISI 100-12 Aluminum ADM-1-2015 In addition, I am making the following Statement of Independence as requested: 1 Ronald Ogawa does not have nor does it intend to acquire or will it acquire any financial interest in any company manufacturing or distributing products for which evaluations are issued 2. Ronald Ogawa is not owned. operated or controlled by any company manufacturing or distributing products it evaluates or inspect 3. Ronald Ogawa Inc does not have, nor will it acquire a financial interest in any company manufacturing or distributing products for which reports are being issued 4. Ronald Ogawa does not have, nor will it acquire a financial interest in any other entity involved in the approval process of the product Should you have any questions on anything, please contact me Sincerely, ,,,,,,,, 1OGA A-41-14-1-eV.9E1/4-sAl\-- 10/4 Ronald I. Ogawa, P \ • , RI Ogawa & Associates. Inc. . ' 41 IAS Laboratory Approval, TL 360 IAS Quality Control Agency. AA-705 * �T OF CRRC Approved Testing Laboratory for Solar Reflectance and Emissivity '• .p '•• �b¶ State of Florida Approved Validator and Third Party Quality Control Agency - "Po .FL \' .••'�' (714) 292-2602 Fs. ••'... �j0 ron(riogawa com `SSw i' r' x-���'` CC: Roger Ogawa - RI Ogawa & Associates. Inc. Karen Ogawa - RI Ogawa & Associates, Inc. Lab Address' 1985 Sampson Avenue.Corona. CA 92879•Phone(714)321-4939 •Fax(714)908-1815•E-mail -ogerariogawa ccom Mailing Address 16835 Algonquin St.0443.Huntington Beach, CA 92649•Phone(702)491-3710•Fax(714)908-1815•E-mail iebbydnggawa corn Engineering•Quality Control • Product Development• Inspections•Code Consulting •Expert Witness•Testing MIAMI-DIADS COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy James Hardie Building Product,Inc. 10901 Elm Avenue Fontana,CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT:Drawing No.PNL,PLK&SOFF,titled"HardiePanel, CemPanel,Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding;HardieSoffit,CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013,prepared by the manufacturer,signed and sealed by Ronald I. Ogawa„ P.E.,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo,Plant City,Florida,and the following statements: "ASTM C 1186 Type A compliant"and"Miami-Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC 1710.9.2 and 1710.9.3 on soffit panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 15-0122.04 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No. 17-0406.06 MIAMICADE COUNTY / Expiration Date: May 1,2022 APPROVED; / O,f �, WO Approval Date: May 4,2017 /Z7/2-017 Page 1 James Hardie Building Products,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA #13-0311.07" 1. Drawing No. PNL,PLK& SOFF, titled"HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12,dated 04/24/2013,prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E. B. TESTS "Submitted under NOA #13-0311.07" 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel,prepared by Intertek Testing Services NA LTD,Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet,P.E. "Submitted under NOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 &203 03/18/96 A.N. Reeves P.E. 3. ATI 16423-2 PA 202 &203 03/18/96 A.N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A.N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA #15-0122.04" 1. Statement letter of code conformance to the 5th edition(2014)FBC issued by Ronald I. Ogawa&Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa,P.E. 04 27/7017 Carlos M. Utrera,P.E. Product Control Examiner NOA No. 17-0406.06 Expiration Date:May 1,2022 Approval Date: May 4,2017 E-1 WALL LENGTH '' SEE Pg2�lLC CRIPTCO. Stud Spacing at 16"O.C. HardiePanel®,Cempanel®, & B-.- , DETAIL A Prevarlio Panel Siding materials are nonasbestos fiber-cement products i ;_r • s-.- -_._:_--.:- rr N i"!'',..�..• - •• (-....e. ` 5/8"Eck/6 ply APA rated tested in accordance with ASTM ' 'I I I i i i t ' QG A q li ( ptywnod sheathing in C1186 Grade H,Type A and meeting `+l' -Ft... ` accoalance with Florida i � . �•, • i•. �, I the requirements of the Florida i `�� ;.ti,.• ••\ �'y'' '• 1: BurldhgCode Section Building Code. a• as candfrins v01 d+ ,�� i ~ �, I / `' 23223 WALL 1&►il ,up/.1.7 1,f ` ! t 1, Water.sistive Width Length Thickness HEIGHT /.1/41 11 :Da"'X+�// i'17 i �:N - d ; barrier per Florida 4' 8,9,10' 5/16' :i i Ai SA.W°i. ` I; Building Code By1 • ,�xI..-. �� • ( ���:_ ♦ Sedan 1404.2 055SIOHTRESSU$Ei$ATIRG °' • l` "~•��`'" Installation Design Pressure i. r •S. ':a.FcS'S'j'Q+ �. I 2'X 4"S-P-F -76 psf i i i i; - �` !i Wood Studs Wood Studs y . >�_.-�4_ , -L-..-- . ,a1-_ _ ���rk i. �•1Impact Resistant- PRODUCT RENEWED i _ -t l -- hlardiePanel, as complying with the Florida B t---I SECTION B Cempanel, Planks installed over 518"thick/5 ply Building Code Nails at 16"O.C. (typ.) APA rated plywood sheathing Prevail NOA-No. 17-0406.06 3/8"Minimum Edge Distance revaiI pawl Siding Expiration/ w ' :te 05/01/2022 By ar A.•.• 0111...A klA.RDI_EPARE..L.cEYRANEI,PREVAI.PM(EL S!D1HG INsTA_LLA7 0APITAt45 Sheathing fastener,as described in Miami-Da•e Product Control _ --� Note 1 " All installation shall be done in conformance with this Notice of Acceptance,the manufacturer's installation recommendations,and the applicable sections of the Florida Building Code. /' • Wood studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be /• 'N Panel fastener,as described in designed by an Engineer or Architect per the Flotida Building Code and the requirements of this Note 2 N.OA PROOUCC REVISED `\ " [Note 1]518"thick 15 ply APA rated plywood sheathing shall be attached to the studs in a ., Owfi fined' accordance with Florida Building Code Section 2322.3. Acidic \ • The siding panels shall be installed over 5/8'thick 15 ply APA rated plywood sheathing supported N. i HardiePanel,Cempanel, �,i ? Prevail Panel Siding by a minimum of 2'%4"S-P-F wood studs spaced a maximum of 16"Q.C. [Note 2]The siding panel fastener shall be a 2"long,0.223"head diameter, 0.092" shank i Whorl ' i diameter,corrosion resistant siding nail;the fasteners shall be spaced at 6"O.C. at panel edges . ,,•t Pret4Kt , . 1 and intermediate studs;the fasteners shall be driven through the 5/8"thick/5 ply APA rated plywood sheathing into wood studs located at 16"O.C. 1 /Water-resistive barrier per • Fasteners shall have a minimum edge distance of 3/8"and a minimum clearance of 2"from \‘ / Florida Building Code Section corners. `.` / 1404.2 \�•,, r / { HARDIEPANEL,CEMPANEL, PREVAIL PANEL 5/8"thick/5 ply APA rated INSTALLATION DETAILS WOOD STUD CONSTRUCTION plywood sheathing fastened in accordance with Florida Building James Hardie Building Products,Inc. Code Section 2322.3 ■� 10901 Elm Avenue .. ,. ,G'S "�,. f, i-e_ Fontana, CA 92337 2"X 4"S-P-F Wood Studs SIZE FSC7H NO DWG No REV The wall and soffit frames are to be designed Phone:909-356-6300 by the Architect or Engineer of Record in Fax 909-427-0634 A PN. K SOFF 1 ._.. � compliance with the Florida Building Code. Creator.E.Gonzales SCALE i/2"=1'-0" Date:4/24/2013 81*-Er 1 OF 12 Fastener Spacing per Florida Cladding Building Code Section 2322.3 +---—16.COin - . • — Framing _ �I •PROIXJCI REVISED t Fastener Spacing per Florida Sheathing d oomeilini;with the Eland* Building Code Section 2322.3 eliding Code •i Acogxmn.e No •0/2 i' t., i1'1R1f 1 1 • '+ Product Content • I• tl'``i i,1 GAli !"'' • • - ,ktttt fir.. ' ' PRODUCT REVISED• PRODUCT RENEWED rpenetpiyiagwidtdbeF'iar8a as complying with the Florida :OV !� 1••••;i B de t �r. / t Building Code NQ. •L 1 s. . 01/e/1,2417 NOA-No. 17-0406.06 • •( � * , • 05/01/2022 �. Expiration e S1 Q r • $Miami r"f ProdactControl By _�D FCO Miami- a duct Control I RFs { t 1j o ▪ • • . . • • • • • • • • i_A_, 41 f_RAMING • NOMINAL 2"X 4"S-P-F WOOD STUDS 16"O.C.FASTENED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE BOTTOM CONNECTION)WITH 3-1/2' 16d COMMON NAILS(2 PER TOP AND NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) CONNECTION) • THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE $±11E,AT I t,,, F ,. O NOMINAL 5/8"THICK/5 PLY APA RATED PLYWOOD HARDIEPAN EL,CEM PANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUlLDNG CODE SECTION 2322,3 INSTALLATION DETAILS WOOD STUD CONSTRUCTION gi P_DLNG James• Hardie Building Products,too, • THE PANEL IS FASTENED WITH 2"LONG,0.223"HEAD DIAME I E=R, 0.092"SHANK DIAMETER, CORROSION ' 10901 Em Avenue RESISTANT SIDING NAILS, PLACE NAILS 6"O.C.AT J�,m�.... d. Fontana, CA 92337 PANEL EDGES AND INTERMEDIATE STUDS Phone: 909.356-6300 SIZE KSCM NO OW3NO Rev Fax 909-427-06?,4 A PNL-PLK-SOFF 1 II Creator:E.Gonzales SCALE 1"=1•-0" .Date:4/24/2013 SHEET 2 OF 12 WALL LENGTH PR04UCT_D �C$J�Tf�? HardiePanel®, CempaheKBt,&PPeveilie Stud Spacing at 16"O.C. DETAIL A B �__ Panel Siding materials are nonasbestos eaaa�wr fiber-cement products tested in ; __.. ���__ ___._, __. // i` 6l8"thick/5 ply APA rated i ___��__i `1 t____ ..._..',; i�r,ii�iai� �, ( I. plywood sheathing fastened accordance with ASTM C1l 186 Grade f!, i i `' �t�+ OG , _ ` I, to metal studs as described Type A and meeting the requirements of 1 . 1 t 1>tPC REV •+:un tett , '_ in Note 1 the Florida Building Code. i i .. Made Nk's i�` \,•!• , 1'1 COQ �K r/ �� water-resistive ?g 441 154 10 i 11 wpocpepnce Irl°/,n, .v7 't'ei Pi r 1 h Length Thickness barrier er Florida , WALL ;-i i. , .•••• . Slllf��A i. 4 �.I N0. p 4 8,9,10' 5/16" HEIGHT i 1 ale, i i I * ; I �r ` Bullding Code f ,.i `i -d STATE i .1 Section 1404.2 RES�GNII=SSUfEIT�Jr • 3 i j' Prodnoee� _ 1,i ��Y Installation Design Pressure I i i i - �i4i F4 0 R 10 ` 20ga,3-5/8"X 1-6/8" Metal Studs -104 psf 1 - I. i 1•I f -I �• X495/ •. J. '\ I. I MetalCstud i _ __ QNA ill ImpactResistant- � --- ---- - _ .'_ HardiePanel, B-4-_--1 -►` Si~C_ o cempanei, Panel installed over 5/8"thick/5 ply Prevail Panel APA rated plywood sheathing 3/8"Minimum Edge Distance Nails at 6"O.C.(typ.) Siding }iqf D1EPAtI 1.,_CEMPABIF.J„.PQEMALLPANFJ,S1D1 G A(,STALL 1101 DETAILS • All installation shall be done in conformance with this Notice of Acceptance,the manufacturer's DEI8D-A installation recommendations,and the applicable sections of the Florida Building Code. �-- - "-� • Metal studs where HardiePanel,Cempanel, Prevail Panel Siding will be installed shall be �� _ �.�_ Sheathing fastener,as designed by en Engineer or Architect per the Florida Building Code and the requirements of this , 0:11f,,,"BE � J---c ��` described in Note 1 N.O.A. �Q``''��`"�1''`"' (Note 1]5/8"thick/5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc �e whir the-Florida ` \ Panel fastener,as described in at panel edges and all Intermediate supports using a No.8-18,0.315"heed diameter x 1-1/4'long -Q �' ` \ Note 2 bugle head screw L ... . • e ICA' A 7 k • The siding panels shall be installed over 5/8"thick/5 ply APA rated plywood sheathing ak 4:4170.--"."1". \ supported by a minimum 20ga, Nominal 3.5/8"X 1-5/8"Metal C-studs spaced a maximum of 16" . rroduct c a m O.C. HardiePanel®Siding [Note 2]The siding panel fastener shall be a minimum No.8-18,0.315"head diameter X 1-5/8" ribbed bugle head screw( or screw shall have at least 3 full threads penetrating.metal '`" j framing);the fasteners shall be spaced at 6"O.C.at panel edges and intermediate studs;the \` zzr- long* Water-resistive barrier per fasteners shall be driven through the 5/8"thick/S ply APA rated plywood sheathing into metal studs located at 16"0.C. \\ e. Florida Building Code Section • Fasteners shall have a minimum edge distance of 318"and a minimum clearance of 2"from \ 1404.2 corners. ` • `.�•_ �/fik� HARDIEPANEL,CEMPANEL, PREVAIL PANEL ~ • 518"thick/5 ply APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION PRODUCT RENEWED _ plywood sheathing fastened James Hardie Building Products, Inc. as complying with the Florida t0 metal studs as James Building Code NOA-No. 17-0406.06 in Note 1. JamesHardie on Elm A923u Fontaa7 Fna,CA 97337 Expiration D, e05/01/2022 20ga,3-5/8"X 1-5/8"Metal C-stud — `/�A!f The wall and soffit frames are to be designed Phone:909356-6300 sus Fsca+ao owo No REV By ' by the Architect or Engineer of Record In Fax 909-427-0634 A PNL-PLK-SOFF 1 Miam .a•e Product Control — ' 1 compliance with the Florida Building Code. Creator: E Gonzales scALs 1/2"a 1'-0" Date:4/24/2013 SHEET 3 OF 12 • Cladding • -41 6.00in. k--- - -*-----16.00In. .. 6.001n. -I II 1 1 . IIi-i I Framing 1 I I I ig1111101PP1 1•IT • Sheathing PRODUCT RENEWED 1 1 6 00in 11 as complying with the Florida 1 Building Code I I. I NOA-No. 17-0406.06 • -1-- 1.1 I I Expiration ��•teO5I01/2022 6.00in. 1 1 1 I By ,r/i'/,; • • I•1 i 1 I Iii////!/!/,�i I i Miami r•e •roduct Control 1 I I I I I iii • Q GQ f. �% PRapti,C`T REVISED I I•I I•I t% A, 't. .S • at ear pays g with a co ging with the I I �` 11' d �`.' wily tha Ewa 1 °� �5, 22 : I I 11 • ,I �' 4 1 21 /Building Ca& ^ '�!!LT �c �ta.e ,�'1e3/✓.fir I ,•I ' a ti • �, ... i% vim I , - i �I!'� ' 1 i , .0 STATE OF _' :, By �r-l�r�iv" • ttoduei 1 4 }% �j, Miami • • Product Control • I•I I•I �, F(��i3OP I ,N it H. +�� ;S/ANAL epi F_ + IIHG ■ NOMINAL 20 GAUGE 3-5/8"X 1-5/8"STEEL STUDS 16"O.C. FASTENED WITH 5/8"WAFER HEAD SCREWS(2 PER TOP • AND BOTTOM CONNECTION) FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE THE ARCHITECT O ■ THE WALL ANDSOFFITFRAMES ARE TO DESIGNED NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BYOR ENGINEER OF RECC ORRDD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE sy_FfI.ING• • NOMINAL 5/8"THICK/5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6"OC AT PANELHARDIEPANI:L,CEMPANEL,PREVAIL PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.$-18, 0.315'HEAD DIAMETER X 1-1/4"LONG BUGLE INSTALLATION DETAILS METAL STUD CONSTRUCTION HEAD SCREW MJames Hardie Building Products,Inc. ADDING ■ THE PANEL IS FASTENED WITH NO.8-18,0.315"HEAD �. 10901 Elm Avenue DIAMETER X 1-5/8" LONG CORROSION RESISTANT James' Hardie 10901 El CA venue RIBBED BUGLE HEAD SCREWS(SCREW SHALL HAVE AT a7 NO REV LEAST 3 FULL THREADS PENETRATING THE METAL Phone:909-356-5300 SIZE \. fSW N4 FRAMING), PLACE SCREWS 6"0.C.AT PANEL EDGES Fax 909-427-0634 A PNL-PI..K-SOFF 1 i AND INTERMEDIATE STUDS Creator: E.Gonzales soALE 1"a 1'-0" 1 Date:4/24/2013 ISHEEr 4 OF 12 �. --' `�1 . Stud Spacing at 16"O.C, WALL LENGTHH r SEE pPRO�UGT UESCg{PTICIZ1 • DETAIL A HardiePlanke,Cempiank®,& g�___i Prevail®Plank LapSiding materials _ 7,,,:-..7,`. /8"thick 5 plyA are nonasbestos fiber-cement _V_ _ �_-.—1-• ___ __ter__ .__.. I.. 1 j___.______.�_ :l , , S ick/ APwith ` r 1^ �' �~ ,, � }rated plywood products tested in accordance j} sheathing in ASTM C1186 Grade H,Type A and i I i iiriii.� i meeting the requirements of the 11 i •• 1 u • Zk, .^ j,1 i. e i i, 1. accordance with Florida Building Code. H i'? i, OyL' i� ii, w . + 1 i Florida Building Code l i'i {` as"""�` wills*�pr'S°� I ,i1 Section 2322.3 U S OFlS WALL ` rt Ce rAm• 4 i! , _ :& ►.,1; .1'•- '1. P 4.J1N 1_ I HEIGHT j 1.1 j .'ekripAlktWater-resistive width Length Thickness i j i I Fxp;r • ,y", >> '" ''7 i � l \barrier per Florida59-112' 12' 5/16" l ;4,.../:'10. „�`� 1 M . Building Coda r I Mi r aa•Product Cal”) L• i` ' ' I` i ; C Sedan 14041 P �ESSUR�RATitN(3- •, `• �I :•iy_ j-'_5 i,, 2"X 4"S-P-F Installation Design Prefisure i I I• j ! 'IQ{� ! [ (���. ;�� �� i'*\WoodStuda WoodStuds -92psf .LJ 4 .14_.-...._-..._..1 _._�._1__ . J:-l; a .`�) J� ,.�1.. t • �,JI �� Lap Siding Impact Resistant-- B fTNails at 16"D.C.i1 -�r`'�S4O N A r SECTJO Planks Installed over 5/8"thick I 5 ply 3!4"Minimum Edge Distance (tyP) '" ..B.:1?.. 1-1/4"tail X 5/18" APA rated plywood sheathing thick starter strip )Z TAIL! Sheathing fastener,as HAKtEP_LAM1IK_CEMfFLAH P8.EY_A,H.._LAP___50.119. N.53At.IAtLO M7.,611•$. described in Note 1 • All Installation shall be done in conformance with this Notice of Acceptance,the manufacturer's ---. installation recommendations,and the applicable sections of the Florida Building Code. . . K Wood studs where HardiePlank,Cemplank,Prevail Lap Siding will be Installed shall be designed by an ,� N. Engineer or Architect per the Florida Building Code and the requirements of this N,O.A. / \\ Siding • [Note 1]518 thick/5 ply APA rated plywood sheathing shall be attached to the studs in accordance fastener,as with Florida Building Code Section 2322.3. PR 1 CT REVI described in Note 2 • Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4"wide l .d lS with the Thn;es ' laps at the top of the plank such that the exposure area of each plank is 4 8-1/4"vertically. > 1 y. fir 1 HardiePlank, [Note 71 The siding fastener shall be a 2-112°long,0.223"head diameter,0.092"shank diameter, �� �1_ Cemplank, Prevail corrosion-resistant siding nail;The siding is fastened 4 8-1/4"O.C.vertically and 18"O.C. horizontally; ,t�, fasteners are driven into wood studs through 5/8"thick/5 ply APA rated plywood sheathing,fasteners ", 1 / Lap Siding are placed In the overlapping area approximately 3/4'from the bottom edge of the overlapping plank. ?Wend •` i'endM.Ceera 1 , = Vertical joints shall be placed over studs. ‘ / Water-resistive barrier • The planks shall be installed over 5/8"thick 15 ply APA rated plywood sheathing supported by a \ A / per Florida Building minimum of 2"X4"S-P-F wood studs spaced a maximum of 16"O.C_ \ / Code Section 1404.2 • Fasteners shall have a minimum edge distance of 3/8". N .4, I ,/ N.. -5/8"thick/5 ply APA rated HARDIEPLANK,CEMPLANK,PREVAIL LAP SIDING ``1 ---- ""� plywood sheathing fastened INSTALLATION DETAILS WOOD STUD CONSTRUCTION PRODUCT RENEWED in accordance with Florida James Hardie Building Products, Inc. as complying with the Florida Building Code Section 10901 Elm NOA- o Code 2322.3 Jam;esHa�rdje Fontana,01CA Avenue7 NOA-No. 17-0406.06 Expiration ',: e05/01/2022 2"X 4"S-P-F Wood Studs Phone:909-356-6300 size FSCM No DWG No REV By /PC ,,"' The wall and soffit frames are to be designed Fax 909-427-0634 A PNL-PLK-SOFF 1 Miami .1.e Product Control by the Architect or Engineer of Record in Creator. E. Gonzales sons 1/2"=1'-0" Date:4t24t2013 SHEET 5 OP12 compliance with the Florida Building Code,— ____ Fastener Spacing per Florida Building Code Section 2322.3 1S In.OC A Cladding 1 • • , Framing / . .i t Fastener Spacing per Florida Sheathing PRODUCT RENEWED Building Code Section 2322.3 . as complying with the Florida Building Code , NOA-No. 17-0406.06 0.751n —��.'---. _Expiration D:�e05/01/2022 • By qfpow Miami-' , • Product Control PRODUCT REVISED complying wthe Markt* a •ItG,,,,,, 58,251n. K ode Prodfxt oetnos as auuol REVISED toe Florid. 111611194121 '‘,, `.;ik ''4'B Asamatesee No lS0�2 I � �/ivcr. y il-i=�Tri- ' X N. Br. rr-.may Compel �'•• STATE OF �.ct• `: FRAMING .ide _ ()� '' 'cL0RI0:,--.4,1%_ V ■ NOMINAL 2"X 4"S-P-F WOOD STUDS 16"O,C. FASTENED tyi WITH 3-1/2a 16d COMMON NAILS(2 PER TOP AND S'0NAI- G BHE rom CONNECTION) FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND G� VniLOA.D ARE = THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING • NOMINAL 5/8"THICK/5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA U HARDIEPLANK,CEMPLANK, PREVAIL LAP SIDING BUILDING CODE SECTION 2322.3 INSTALLATION DETAILS WOOD STUD CONSTRUCTION CLApD • PLANKS OVERLAP 1-1/4" James Hardie Building Products,Inc. = THE EXPOSURE IS 58-1/4" ' • THE PLANKS ARE FACE NAILED WITH 2-1/2" LONG,0.223" Jot E:SS�"Hardie 10901 Elm Avenue HEAD DIAMETER,0.092"SHANK DIAMETER, CORROSION- - - Fontana,CA 92337 RESISTANT SIDING NAILS, PLACED 3/4"UP FROM THE Phone'909-356-6300 Sta FSCM N0 CW6 NO REV BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION Fax 909-427_0634 A PNL-PLK-SOFF Creator: E. Gonzales SCALE 1"=1'-0" Date:4/24/2013 SHEET 6 OF 12 Stud Spacing at i e O, . WALL LENGTH ► SEE P.�ODUCT D SCRIP'Tii_M -� B f_-i f I DETAIL A HardiePlank®,Cemplanike,and - - - - ►'i / ply Prevails Plank Lap Siding _.. .___...._._� ________ r �'`� 5l8"thickly I APA materials r,_____.....�;t are nonasbestos fiber-cement � 1.' !; �'; i :; • ---•i-•f- �- ------i � rated plywood r i•i 'y •! 1.l ;- \ sheathin fastened products tested in accordance with i; ! i C i ASTM C1186 Grade II, Type A and I s i I 1 to metal studs as �') Ui3Ut�gFYl u r��iifriz,�r�e-.� described In Note 1 meeting the requirements of the l 1 zeeroa�Tyiag with id* j 0, , �s,, Florida Building Code, WALL i; I �,� Bait C� i �, •i tt1''i Q+ 1-.1.1*' , _ Water-resistive HEIGHT wry Jail isbarrier per Florida �LgNEJ+lSIQNS Ii > r.... 410/ 2 >� �� �., �-i P KDIM • 11 ! s %1 fl�'1 c �^ Budding Code Width Length Thickness i•1 t p. , i' I• ' i• , 1.. Section 1404.2 S 9-112" 12' 5/18" Y t. I; i 1.I • sade Product Control I * 1 1, ;*. \ 20ga,3.5/9"X 1-5/8" DES • ;,1 i,i •i i• Metal DESIGN PRESSUR RA-TIN-P- ' e j i i I ;I i . -p $ d Installation Design Pressure I , t� _i--t� _._ I �i i I ' 9QI,.t.„.4- a •�I �� .44, `�� HardiePlank, Metal Studs -92 psf �Gemplank,Prevail B -1 I -- ss/ANAL03 ,-,1)'actuo Lap Slding Impact resistant— 3/4" Minimum Edge Distance Nails at 16"O,C,(typ,)+ '-•,�������� ge 1-1/4•WI X 5/18" Planks installed over 5/8"thick/5 ply thick starter strip APA rated plywood sheathing .D- LA HARDIEPLANK CEMPLANK,PREVAILJAP_,SIpING IN;3 1, 4TIO J0E_IALLS ���/' ~�^�`� Sheathing fastener as• All installation shall be done in conformance with this Notice of Acceptance,the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. # \ described in Note 1 • Metal studs where HardiePiank, Cemplank, Prevail Lap Siding will be installed shall be designed by an p l ED lorida �\ Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. • [Note 13 5/8"thick/5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel /A ss lIm) S.•1 ,. \, Siding fastener, as edges and all intermediate supports using a No.8-18,0.315"head diameter x 1-1/4"long bugle head screw ' • •', •,Cir P')V 1 described in Note 2 • Planks shall be applied horizontally commencing from the bottom course of the wail with 1-1/4"wide laps at '1i� the top of the plank such that the exposure area of each plank Is s 8-1/4"vertically. ai irsi; ceowd I I • [Note 2)The siding fastener shall be a minimum No.8-18, 0.315"head diameter X 2-1/4"long*bugle head HardiePlank screw over metal studs(*or screw shall have at least 3 full threads penetrating metal framing); The siding is `1 Clank fastened s 8-1/4"O.C.vertically and 16"O.C.horizontally;fasteners are driven into metal studs through 5/8" thick/5 ply APA rated plywood sheathing,fasteners are placed in the overlapping area approximately 3/4" \` Prevail emp Lap Siding from the bottom edge of the overlapping plank / • Vertical joints shall be placed over studs. \ A /. Water-resistive • The planks shall be Installed over 5/8"thick/5 ply APA rated plywood sheathing supported by a minimum .\ barrier per Florida toga, Nominal 3-5/8"X 1-5/8"Metal C-studs spaced a maximum 0116"O.C. s� II ' • Fasteners shall have a minimum edge distance of 3/8", `� _-W-_ a Building Code Section 1404.2 �- ''• HARDIEPLANK,CEMPLANK, PREVAIL LAP SIDINGS 5/8"thick/5 ply APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION PRODUCT RENEWED plywood sheathing fastened to 4 as complying with the Florida metal studs as described irr .'r,, James Hardie Building Products,Inc, Building Code Note 1 ," d'1''#t4SHs��'d1e'' 10901 Elm Avenue MOA-No. 17-0406.06 ' Fontana,CA 92337 Expiration 05/01/2022 20ga,3-5/8"X 1-5/8" Metal C-stud Phone: 909.356-6-300 SIZE FSCM NO DWG NO REV The wail and soffit frames are to be designed B �•-r-- - Fax 909-427-0634 A PNL-PLK-SOFF 1 By by the Architect or Engineer of Record in Miam ' •d- Product Control E. Gonzales 1 �- compliance with the Florida Building Code. 'Creator. SCALE 1/2"=1'-0" Date:4/24/2013 sx 'r 7 OF 12 HB.00in. H .-----18 in.0C----0- Cladding 1 I 6.00in. . • ' • " Framing •i , I. I ' -----•----__–__— 7---------------------!----------„,* •� • 6.00,n.00 Sheathing PRODUCT RENEWED 1 as complying with the Florida L • Building Code _- NOA-No. 17-0406.06 j 0.7'S1n —r• Expiration D:to O5/O1/2022 ' • • • . #410,..B #410,..- I 1/111ii„.v� Miami-,a• • Product Control ilii , �,�OGAGii�� ra c*s yi with tic Florida •awipllnn6 wish sh Florida VA/• ./ �Z•r 6.. • doe Code . Code v ,, No r_ /J•Q; No .NO. a .:121 e, :kW” �' �•: � ( -'6 STATE OF .c i N.1%, i P o&vet C rxuroi I , Proddot Clad • y--53'..• ::(` 58.25In. I �.<` '�LOR10� `k, 1,'. i' • • • . • • .. . • . —'7-Vt.9 .'''''''' 'd A .f_Iv\Ilf11IYV it 1-1 ,.,,,,,,,,, `� • NOMINAL 20 GAUGE 3-5/B"X 1-5/8"STEEL STUDS 16" O.C. FASTENED WITH 5/8"LONG RIBBED BUGLE HEAD SCREWS(2 PER TOP AND BOTTOM CONNECTION) • THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE BY THE ARCHITECT OR ENGINEER OF RECORD IN NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEAT} ht(3 • NOMINAL 5/8"THICK/5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6"00 AT-PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING AI NO.8-18,0.315"HEAD DIAMETER X 1-1/4" LONG BUGLE • ;) HEAD SCREW HARDIEPLANK,CEMPLANK, PREVAIL LAP SIDING CLADDINGINSTALLATION DETAILS METAL STUD CONSTRUCTION • PLANKS OVERLAP 1-1/4" ii THE EXPOSURE IS 8-1/4" James Hardie Building Products, Inc. ▪ THE PLANKS ARE FASTENED WITH NO.8-18,0.315" J�111i es�„I iarie 10901 Elm Avenue HEAD DIAMETER X 2-1/4" LONG CORROSION- Fontana,CA 92337 RESISTANT RIBBED BUGLE HEAD SCREWS(SCREW SHALL HAVE AT LEAST 3 FULL THREADS Phone: 909.356-6300 size 1 F8cM NO Dwallo REV PENETRATING THE METAL FRAMING), PLACED 3/4"UP Fax 909-427-0634 A PNL-PLK-SOFF 1 FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION Creator: E. Gonzales scute • 1"_ -o" Date:4!2412013 SHEET8 OF 12 -4 WALL LENGTH " SEE PROJOILCDESCRIFEI-O.N Stud Spacing at 16"O.C. DETAIL A HardieSoffitO&Cemsoffit®materials are 8.+-- nonasbestos fiber-cement products tested in I /J~� accordance with ASTM C1186 Grade II,Type A �—�-----_...:__:._ ._.�s.._.:--:_-__ •,_.:_�_..:-_-,:--. j.�._.:._.__1: � and meeting thefiremen i, �- i,l 4 1 e ng requirements of the Florida II �/ Building Code. f I. 11 SOFFIT_DI_MEN510/44 ! I'l W1dth Length Thickness F WALL f( I l *+ ('' • wood Studs 4' 8' 114" • HEIGHT + l i• + .1 .` ` DiEStG�I..,ERE,S_SU .ER_4TJ.IJG • I•( l• HardieSoffit, Installation Design Pressure 1 , •1 Cemsoffit Wood Studs JO psf Nails at4"O.C. (typ.)Pgflpu -REyy� �y .+� 318"Minimum Edge Distance »a„ y;�,may Fuil ;,� 9°06`" ►die Florida •��' ding NO. ` Beading Cabe •A ta-o311,Gf- ` ' 2� uz, i,l ,i L�� :... .,1. , /.1.�'ll/�!rli/ ' 4%..11'% isy eirrP STATE OF �: D FTS l4A — s... Product Coeltroi _ °'., _1Z O R t0 • . 4(1 , IO NA- i , ,N / . ��''�,�fI/l/l rr � / \ HARDiESOEFLT—CEMSOFEJT��t3ELINA.t..AJJ TQN_DETA.1L-S �\ `, Soffit fastener, as a All Installation shall be done In conformance with this Notice of Acceptance,the manufacturer's I / described in Note 1 Installation recommendations,and the applicable sections of the Florida Building Code. PRODUCT RENEWED \ • Wood studs where HardieSoffit,Cemsoffit will be installed shall be designed by an Engineer or as complying with the FloridaArchitect per the Florida Building Code and the requirements of this N.O.A. Building Code 1 • The soffit shall be installed over minimum 2"X4"S-P-F wood studs spaced a maximum of 16"O.C. NOA-No. 17-0406.06 4 ( NardieSoffit, Cemsoffit • Note 11 The soffit fastener shall be a 2"long,0.223"head diameter, 0.092"shank diameter, Expiration i . e05101/2022 I corrosion resistant siding nail; the fasteners shall be spaced at 4"O.C.at pane!edges and - I intermediate studs;the fasteners shall be driven into wood studs located at 16"O:C. By ���� �' /1 ■ Fasteners shall have a minimum edge distance of 318"and a minimum clearance of 2"from corners. ' Miami-.a•e Product Control 1 ( \ // - + - } HARDiESOFFIT,CEMSOFFiT PANEL \ /�� -'� INSTALLATION DETAILS WOOD STUD CONSTRUCTION Minimum 2"X 4"S-P-F Wood Studs , Hardie Building Products,Inc. The wall and soffit frames are to be Ja esHardie 10901 Elm Avenue designed by the Architect or Fontana, CA 92337 Engineer of Record in compliance Phone:909-366 300 SIZE PSC NO DW with REV with the Florida Building Code. Fax 909-427-0634 A PNL-PUC-SOFF 1 Creator E.Gonzales SCALE 12"=14-0" Date:4/24/2013 SHEET 9 OF 12 4.0Oin.+ .---16.O0 . :- Cladding . . . . . : . . . . . . Framing- . PRODUCT RENEWED . as complying with the Florida . 1. Building Code NOA-No. 17-0406.06 Expiration Da - 05/01/2022 •. 4 . By /i'4i.-'�4,00in.l Miarni--' :.: Product Control • tit • • to JCr wlying wily the Florida PRODUCT REVISED . +,,I+I P G A W'' 4 • Be+a'itiangC..ode Bczil�g the Florida a `,°°° /,.1\ X11 I .. Acoepteere No 019 •'' Acocptm,ru No Fla) ,07 �t C t a • E•. . .•,Dene ir7QlM a Expiration Thee.e YMI.4'-a/7 •• • o. .1121 MiMli i'nrRM Coeval • $Y Warn't)adc ProQnct Convol STATE OF 4t . f10R10P.•`�w°°°` 4 ,, --- ioNA\-'t- 1 EBADNn NOMINAL 2"X 4"S-P-F WOOD STUDS 16"O.C.FASTENED WITH 3-1/2" 16d COMMON NAILS(2 PER TOP AND BOTTOM FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE CONNECTION) NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CI,ADDLN THE SOFFIT IS FASTENED WITH 2"LONG, 0.223"HEAD HARDIESOFFIT,CEMSOFFIT PANEL DIAMETER,0.092"SHANK DIAMETER, CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTION RESISTANT SIDING NAILS, PLACE NAILS 4"O.C.AT PANEL EDGES AND INTERMEDIATE STUDS James Hardie Building Products, Inc. JarriesHardie 10901 Elm Avenue y Fontana,CA 92337 Phone:909-356-6300 SIZE FSCM NO DWG NO REV Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator: E. Gonzales SCALE 1"=1r-0" Date:4/24/2013 6NEer 10 OF 12 -$ WALL LENGTH ► pr.noUCT D�SCRIPZIPA Stud Spacing at 16"O.C. DETA L A HardieSofa*&Cemsoffite materials B<---, are nonasbestos fiber-cement products i .1 ► 1 •T-- tested in accordance with ASTM 01186 ST i - !I 1 Grade II,Type A and meeting the i' { (� ..i.'----•\ requirements of the Florida Building ', PRODUCT RENEWED Code. !'as complying with the Florida • !• Building Code SQEFIT D1M}FhISt4t�{S. { i ' NOA-No. 17-0406.06 20ga,3-5/8"X 1-5/8" WALL i! ! i ' Metal C-stud Width Length Thickness HEIGHT•( i{ i •Expiration Dail-05/01/2022 i 4 8' '/." �I P �' {! � By � {• Cems1-lardioffit Soffit, DESICPI $SUita RA 1N_ i Miami-D-d, •roduct Control installation Design Pressure ,i II i i • Metal Studs -55, f • J . —i-----'-....y.. _�u. ---,-- I- .-- --''. . ---i �/''' ' 1. Q G �'=_ B-4-- Hy H aECTION B-B PRODUCT Ri VISED ,,tt1 .. :•q F + Nails at 6"O.C. (typ.) PR/31Mer SftYfs£D a co..epiyio�g with go Florida ���,f • s�.•' _ 3/8"Minimum Edge Distance as C yni with taw Florio Bundino Codc . No. . 6"IlildKs lbu� ,. Acceptance No 1.3,0 11.1, , 121 A. +.a.r e4/11`nr " • ' �S%/12.a17 .i• -a l• * ' / Ili; �`�, . STAB ' *t • ►�e a � Mi • •c ProdeetConeoi '`F •.-, P - ,� — o /,/ r �� `�� ,E{ARpIESS FFILCE.W�SOFF(T PANEL 1NS_1ALJ.9TIO LD_RTAI.L,S ';, NAL EN ,iitttt / \` • All installation shall be done in conformance with this Notice of Acceptanek! 14/Mgiufacturer's % �� installation recommendations, and the applicable sections of the Florida Building Code. Soffit fastener,as i Metal studs where HardleSoffit,Cemsoffit will be installed shall be designed by an Engineer or \` described in Note 1 Architect per the Florida Building Code and the requirements of this N.O.A. a The soffit shall be installed over minimum 20ga, Nominal 3-5/3"X 1-5/8"Metal C-studs spaced a maximum of 16"O.C. HardieSoffit, Cemsoffit [Note 1]The soffit fastener shall be a minimum No.8-18, 0.315"head diameter X 1-1/4"long* ribbed bugle head screw(*or screw shall have at least 3 full threads penetrating metal framing);the fasteners shall be spaced at 6"O.C.at panel edges and intermediate studs;the ` fasteners shall be driven into metal studs located at 16"O.C. \. / • Fasteners shall have a minimum edge distance of 3/8"and a minimum clearance of 2"from \. �/ corners. \ / 0 .N • �/� HARDIESOFFIT,CEMSOFFIT PANEL • \` . .411) ' ' 1 � �..� INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 20ga,3-5/6"4 1-5/8"Metal C-stud James, Hard. a1w die 10901 Elm Avenue l The wall and soffit frames are to be Fontana, CA 92337 ` designed by the Architect or Engineer No owe NO ' Ra,nomPhone:909-356-6300 size of Record in compliance with the Fax 909-427.0634 A PNL-PLK-SOFF 1 Florida Building Code. Creator. E. Gonzales s(ALE 1/2"y 1'•0" Date:4/24/2013 BkEET 11 OF 12 • 6.o01n.--«1 fr- r-• —16.00In,--= Cladding 1• . • • / Framing • • 6.001 n. . I. PRODUCT REVISED ▪ PRODUCT RENEWED •secoallyirgtWilk the FWitiM PROOUCt1t D • as complying with the Florida esliding Code PP complying with tho for Building' NOA-No. Aompianer17-0406.06 a ►'I0 �.a�m✓.�' etAccepaCoot No /3-o it.Q7 r`i�i1��k NINA��., • Expiration 05/01/2022 H �I�6"rA► T . Cc r PF r J •%. ' C •'•, By ..1�... Miami h... Proth+dControt • r,A • Miami-, :d Product Control `1 t lyd L£• _'ata• FLOR�pP', 110 4 \ - U r' 74° FRAMING ■ NOMINAL 20 GAUGE 3-5/8"X 1.5/8"STEEL STUDS 16"D,C. FASTENED WITH 5/8"WAFER HEAD SCREWS(2 PER TOR FOR METAL AND WOOD STUDS,PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE AND BOTTOM CONNECTION) NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) • THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED "- BY THE ARCHITECT OR ENGINEER OF RECORD IN . COMPLIANCE WITH THE FLORIDA BUILDING CODE CJLDING HARDIESOFFIT,CEMSOFFIT PANEL THE.SOFFIT IS FASTENED WITH NO.8-18, 0.315"HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETER 1-1/4' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS(SCREW SHALL HAVE AT LEAST 3 James Hardie Building Products, Inc. FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6'0.0.AT PANEL EDGES AND INTERMEDIATE -+�1 10901 Elm Avenue STUDS a�i�'1'1 esr" arC E.IL': Fontana, CA 92337 Phone:909-356-6300 Size FSCMNO NO 1 REV Fax 909-427-0634 A ANL-PLK-SOFF 1 1 Creator: E. Gonzales nous 1"=1'-o" Date:4/24/2013 SHEET 12 of 12 OFFICE COPY Product Evaluation Report Rule 61G20-3 F.A.C. 1 Report No. 2399, Rev. 2 1 Project No. 417-0905 1 2/7/181 Page 1 of 7 Manufacturer Product Series, Model and/or Description Solatube International, Inc Solatube Brighten Up®Series Model 160 DS TDD 2210 Oak Ridge Way Solatube Brighten Up® Series Model 290 DS TDD Vista, CA 92081 Code: Current Edition of the Florida Building Code Compliance Methods: • Product Approval Rule 61G20-3.005(i)(d)—Product Evaluation Report by a Licensed Professional Engineer Product Description: Products covered by this evaluation include the following. • Solatube Brighten Up®Series Model 160 DS(10 inch Tube Dia.)TDD • Solatube Brighten Up®Series Model 290 DS(14 inch Tube Dia.)TDD Product Testing Results: testing by Architectural Testing, Inc. (Fresno, CA)—Testing shown below includes other Solatube Models not included in this evaluation (specifically the 330 DS and 750 DS) • 97759.01-30-44-R2 o 330 DS-O&C, 750 DS-O&C and 290 DS • AAMA/WDMA/CSA 101/1.5.2/A440-08 • DP=+/-70 psf,SF=3 for negative and 2 for positive test pressures • Water penetration tested;WTP= 12.11 psf(equates to+80 psf DP) • Air Infiltration tested; 1.57 psf • 97744.01-301-26-RO o 160 DS • ASTM 283-04 o 290 DS • ASTM E 283-04 • ASTM E 331-00 • ASTM E 547-00 o Water penetration tested;WTP=12 psf(equates to+80 psf DP) o Air Infiltration tested; 1.57 psf • 81605 01-301-26-R1 o 160 DS(Cyro) • ASTM E 283-04 o 290 DS(Cyro) • ASTM E 283-04 • ASTM E 547-00 • ASTM E 331-00 • ASTM E 330-02 o 33005-O(Arkema) • ASTM E 283-04 • ASTM E 547-00 • ASTM E 331-00 • ASTM E 330-02 o 33005-O(Cyro) • ASTM E 330-02 o 33005-C(Cyro and Arkema) • ASTM E 283-04 • ASTM E 547-00 Ammam4air PTC Product Design Group, LLC PO Box 520775 I Longwood, FL 32752-0775 IF.L 321-690-1788 I FBPE Certification of Authorization No. 25935 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. 2399, Rev. 2 I Project No. 417-0905 12/7/181 Page 2 of 7 • ASTM E 331-00 o 750DS-O(Arkema) • ASTM E 283-04 • ASTM E 547-00 • ASTM E 331-00 • ASTM E 330-02 o 750DS-O(Cyro) • ASTM E 330-02 o 750DS-C(Arkema) • ASTM E 283-04 • ASTM E 547-00 • ASTM E 331-00 o DP=+/-70 psf,SF=3 for negative and 2 for positive test pressures o Water penetration tested;WTP= 12 psf(equates to+80 psf DP) o Air Infiltration tested; 1.57 psf • 81604.01-301-26-R2 o 160 DS • ASTM E283-04 o 290 DS • ASTM E 283-04 • ASTM E 547-00 • ASTM E 331-00 • ASTM E 330-02 • 330 D5-0 • ASTM E 283-04 • ASTM E 547-00 • ASTM E 331-00 • ASTM E 330-02 o 330 DS-C • ASTM E 283-04 • ASTM E 547-00 • ASTM E 331-00 o DP=+70/-70 psf,SF=3 for negative and 2 for positive test pressures o Water penetration tested;WTP= 10.7 psf(equates to+70 psf DP) • Air Infiltration tested; 1.57 psf Product Installation Instructions: See the following manufacturer's product drawings included with this product approval document. o Model 160 DS TDD-Product Drawing Package • 160-PF-HC-STD, Product Drawing • 160-290-ESR, Product Details o Model 290 DS TDD-Product Drawing Package • 290-PF-HC-STD, Product Drawing • 160-290-ESR, Product Details • 290-6F-BDECK, Commercial Roof Assembly Detail • 290-6F-TYPE 11_111,TYPE II & III Roof Assembly Detail • 290-CURB-BDECK,Commercial Roof Assembly Detail • 290-CURB-TYPE II-III,TYPE II & Ill Roof Assembly Detail • 290-PF-TYPE IV,Type IV(T&G) Roof Assembly Detail PIC Product Design Group, LLC j PO Box 520775 I Longwood, FL 32752-0775 rit Lr 321-690-1788 I FBPE Certification of Authorization No. 25935 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. 2399, Rev. 2 I Project No. 417-0905 12/7/181 P 3 of 7 Performance Testing: • AAMA/WDMA/CSA 101/I.S.2/A440-08, North American Fenestration Standard/Specification for windows, doors, and skylights. • ASTM E283-04&99,Standard Test Method for Determining Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen • ASTM E330-02,Standard Test Method for Structural Performance of Exterior windows, Doors,Skylights and Curtain Walls by Uniform Static Air Pressure Difference. • ASTM E331-00,Standard Test Method for Water Penetration of Exterior Windows,Skylights, Doors,and Curtain Walls by Uniform Static Air Pressure Difference • ASTM E547-00,Standard Test Method for Water Penetration of Exterior Windows,Skylights, Doors,and Curtain Walls by Cyclic Static Air Pressure Difference Plastics Testing: The Current Edition of the Florida Building Code,Chapter 26 defines requirements for Approved Plastics.The following table summarizes plastics testing for applicable components.See Reference 3.b for Code Conformance Evaluation to The Current Edition of the FBC for the testing standards mentioned below. OUTER DOME, DOME RING,TOP TUBE CLIP AND INNER DOME testing for High Impact Acrylic PMMA(Poly(methyl methacrylate)) Attribute Report Reference ASTM Result Acceptance Criteria Outdoor 2.b.i ASTM G155-05a 9.25% +/-10% Exposure and D638-03 difference in tensile strength Rate of Burning 2.b.ii ASTM D635-06 CC2 CC1 or CC2 Self-Ignition 2.b.iii ASTM D1929-96 982°F >650°F Temperature Smoke Density 2.b.iv ASTM E84-06 400 <450 Conclusion:ACCEPTABLE OUTER DOME, DOME RING,TOP TUBE CLIP AND INNER DOME testing for High Impact Acrylic PMMA(Poly(methyl methacrylate)) Attribute Report Reference ASTM Result Acceptance Criteria Outdoor 2.c.i ASTM G155- 3.3% +/- 10% Exposure 00ae1 and D638- difference in 03 tensile strength Rate of Burning 2.c.ii ASTM D635-06 CC1 CC1 or CC2 Self-Ignition 2.c.iii ASTM D1929- 930°F >650°F Temperature 96(2001)e1 Smoke Density 2.c.iv ASTM D2843-99 5.8 <75 Conclusion:ACCEPTABLE �•�� PTC Product Design Group, LLC I PO Box 520775 I Longwood, FL 32752-0775 ��L 321-690-1788 I FBPE Certification of Authorization No. 25935 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. 2399, Rev. 2 I Project No. 417-0905 12/7/181 Page 4 of 7 EFFECT LENS testing for PET-GAG(PET-Polyethylene Terephthalate,High Frequency Welding Grade-GAG) Attribute Report Reference ASTM Result Acceptance Criteria Rate of Burning 2.d.ii ASTM D635-06 CC1 CC1 or CC2 Self-Ignition 2.d.iii ASTM D1929- 765°F >650°F Temperature 96(2001)el Smoke Density 2.d.iv ASTM E84-09a 95 <450 Conclusion:ACCEPTABLE CEILING RING AND DRESS RING testing for Medium Impact Acrylic PMMA(Poly(methyl methacrylate)) Attribute Report Reference ASTM Result Acceptance Criteria Outdoor 2.e.iv ASTM G155-05a 9.25% +/-10% Exposure and D638-03 difference in tensile strength Rate of Burning 2.e.i ASTM D635-06 CC2 CC1 or CC2 Self-Ignition 2.e.ii ASTM D1929-96 982°F >650°F Temperature Smoke Density 2.e.iii ASTM E84-06 400 <450 Conclusion:ACCEPTABLE CEILING RING AND DRESS RING testing for Medium Impact Acrylic PMMA(Poly(methyl methacrylate)) Attribute Report ICC-ES Report Result Acceptance Comment Reference Criteria Rate of Burning 2.f.i&2.f.ii ICC-ES ER-1084 CC2 CC1 or CC2 IBC-2606 has Self-Ignition 2.f.i&2.f.ii and ESR-1653 Conformance per >650°F same Temperature ICC-ES ER-1084 requirements as Smoke Density 2.f.i&2.f.ii and ESR-1653 <450 Current Edition of the FBC, Chapter 26 Conclusion:ACCEPTABLE DIFFUSER PANEL testing for Medium Impact Acrylic PMMA(Poly(methyl methacrylate)) Attribute Report Reference ASTM Result Acceptance Criteria Rate of Burning 2.g.i ASTM D635-06 CC2 CC1 or CC2 Self-Ignition 2.g.ii ASTM D1929-96 992°F >650°F Temperature Smoke Density 2.g.iii ASTM E84-06 350 <450 Conclusion:ACCEPTABLE DIFFUSER PANEL testing for Polycarbonate Sheet Attribute Report Reference ASTM Result Acceptance Criteria Rate of Burning 2.h.i ASTM D635-74 CC2 CC1 or CC2 Self-Ignition 2.h.ii ASTM D1929- 896°F >650°F Temperature 68(1975) Smoke Density 2.h.iii ASTM D2843-93 38 <75 Conclusion:ACCEPTABLE 111111=1/111111 PTC Product Design Group, LLC j PO Box 520775 I Longwood, FL 32752-0775 IF'IIL. 321-690-1788 1 FBPE Certification of Authorization No. 25935 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. 2399, Rev. 2 I Project No. 417-0905 1 2/7/181 Page 5 of 7 ACRYLIC LENS AND TRIM RING testing for Acrylic Attribute Report Reference ASTM Result Acceptance Criteria Rate of Burning 2.i.i ASTM D635-14 CC2 CC1 or CC2 Self-Ignition 2.i.i ASTM D1929-16 878°F >650°F Temperature Smoke Density 2.i.i ASTM D2843-16 13.4 <75 Conclusion:ACCEPTABLE References: 1. Product Installation Instructions. See the following manufacturer's product drawings included with this product approval document. a. Model 160 DS TDD- Product Drawing Package i. 160-PF-HC-STD, Product Drawing ii. 160-290-ESR, Product Details b. Model 290 DS TDD-Product Drawing Package i. 290-PF-HC-STD, Product Drawing ii. 160-290-ESR, Product Details iii. 290-6F-BDECK, Commercial Roof Assembly Detail iv. 290-6F-TYPE II_III,TYPE II & Ill Roof Assembly Detail v. 290-CURB-BDECK,Commercial Roof Assembly Detail vi. 290-CURB-TYPE II-III,TYPE II & Ill Roof Assembly Detail vii. 290-PF-TYPE IV,Type IV(T& G) Roof Assembly Detail 2. Testing a. Performance Testing,Architectural Testing, Inc. (Fresno, CA) i. 97759.01-30-44-R2 for 330 DS-O&C,750 DS-O&C and 290 DS ii. 97744.01-301-26-RD for 160 DS and 290 DS iii. 81605 01-301-26-R1 for 160 DS, 290 DS,330DS-0,330DS-C,750DS-0 and 750DS-C iv. 81604.01-301-26-R2 for 160 DS, 290 DS,330DS-0 and 330DS-C b. OUTER DOME, DOME RING,TOP TUBE CLIP AND INNER DOME testing for High Impact Acrylic PMMA (Poly(methyl methacrylate)) i. Intertek Test Report No. 3143957-004,dated 9/24/08,testing to ASTM G155-05a and D638-08 in accordance with ASTM D2565-99. ii. SGS Test Report No. 177:013002-01-R1, dated 6/10/08,testing to ASTM D635-06. iii. SGS Test Report No. 177:013002-02-R1,dated 6/10/08,testing to ASTM D1929-96. iv. SWRI Test Report No.01.12693.01.139, dated 4/5/07,testing to ASTM E84-06. c. OUTER DOME, DOME RING,TOP TUBE CLIP AND INNER DOME testing for High Impact Acrylic PMMA (Poly(methyl methacrylate)) i. Architectural Testing Inc.Test Report No.58735.01-106-18,dated 1/4/07,testing to ASTM G155- 00aei and D638-03. ii. SGS Test Report No. 177:002666-03, dated 1/2/07,testing to ASTM D635-06. iii. SGS Test Report No. 177:002666-01, dated 1/13/07,testing to ASTM D1929-96(2001)el. iv. SGS Test Report No. 177:002666-02,dated 1/2/07,testing to ASTM D2843-99. d. EFFECT LENS, PET-GAG(PET—Polyethylene Terephthalate, High Frequency Welding Grade-GAG)testing i. SGS Test Report No.2138368-1,dated 8/27/10,testing to ASTM D635-06. 11111MMMINNII PIC Product Design Group, LLC PO Box 520775 I Longwood, FL 32752-0775 IL 321-690-1788 I FBPE Certification of Authorization No. 25935 Product Evaluation Report Rule 61G20-3 F.A.C. 1 Report No. 2399, Rev. 2 1 Project No. 417-0905 1 2/7/181 Page 6 of 7 ii. SGS Test Report No. 2138368-3,dated 2/2/10,testing to ASTM D1929-96(2001)e1. iii. SGS Test Report No. 2138368-2,dated 8/31/10,testing to ASTM E84-09a. e. CEILING RING AND DRESS RING testing for Medium Impact Acrylic PMMA(Poly(methyl methacrylate)) i. SGS Test Report No. 177:013002-01-R1,dated 6/10/08,testing to ASTM D635-06. ii. SGS Test Report No. 177:013002-02-R1,dated 6/10/08,testing to ASTM D1929-96. iii. SWRI Test Report No.01.12693.01.139, dated 4/5/07,testing to ASTM E84-06. iv. Intertek Test Report No.3143957-004,dated 9/24/08,testing to ASTM G155-05a and D638-08 in accordance with ASTM D2565-99. f. CEILING RING AND DRESS RING testing for Medium Impact Acrylic PMMA(Poly(methyl methacrylate)) i. ICC-ES Report No. ER-1084 demonstrates compliance to I-Codes for use in skylight applications. Report No. ER-1084 and Current Edition of the FBC requirements same based on review of documented results. ii. ICC-ES Report No. ESR-1635 demonstrates compliance to I-Codes for use in skylight applications. Report No. ESR-1635 and Current Edition of the FBC requirements same based on review of documented results. g. DIFFUSER PANEL testing for Medium Impact Acrylic PMMA(Poly(methyl methacrylate)) i. SGS Test Report No. 177:013002-03-R1,dated 6/10/08,testing to ASTM D635-06. ii. SGS Test Report No. 177:013002-04-R1,dated 6/10/08,testing to ASTM D1929-96. iii. SWRI Test Report No.01.13536.01.060,dated 1/30/08,testing to ASTM E84-06. h. DIFFUSER PANEL testing for Polycarbonate i. SGS Test Report No. 153367-2,dated 4/2/01,testing to ASTM D635-74. ii. SGS Test Report No. 153367-1, dated 4/2/01,testing to ASTM D1929-68(1975). i. SGS Test Report No. 153367-3,dated 4/2/01,testing to ASTM D2843-93. i. Acrylic Lens and Trim Ring(Various in BOM of Optional Diffusers)testing for Acrylic Material i. Intertek/ATI Test Report No.G3786.01-106-24,dated 4/28/17 for Huashuaite Clear Acrylic Sheet Material,testing to ASTM D635-14,ASTM D1929-16 and ASTM D2843-16 3. Reports: a. Engineering Analysis:Anchorage and product verification has been substantiated by calculation prepared, signed and sealed by Robert J.Amoruso, P.E.in accordance with the current edition of the Florida Building Code. b. PTC Report No. 2399-EER, Rev. 1,Solatube Brighten Up®Series Model 160 DS and Model 290 DS Tubular Daylight Device—Referenced Testing Standards Evaluation Report,dated 10/17/17, signed and sealed by Robert J.Amoruso, P.E. Limitations 6 Conditions of Use: • This product has not been evaluated for use inside the HVHZ(High Velocity Hurricane Zone) • This product is not Impact Resistance. • Refer to Table 1 below for Maximum Design Pressures • Refer to Table 2 below for installation Anchorage Schedule • Site wind pressures shall be determined by a licensed professional engineer in accordance with the current edition of the Florida Building Code and/or ASCE 7-10 for components and cladding based on allowable stress design. • Site conditions not covered in this product evaluation document are subject to additional engineering analysis by a licensed professional engineer or registered architect as required by the authority having jurisdiction. • Adequacy of the existing structural substrates as a main wind force resisting system capable of withstanding and transferring applied product loads to the foundation is the responsibility of the licensed professional engineer or registered architect acting as the design professional of record for the project of installation. PIC Product Design Group, LLC PO Box 520775 I Longwood, FL 32752-0775 Br' L 321-690-1788 I FBPE Certification of Authorization No. 25935 Product Evaluation Report Rule 61G20-3 F.A.C. 1 Report No. 2399, Rev. 2 I Project No. 417-0905 12/7/181 Page 7 of 7 Table 1 —Maximum Allowable Design Pressures2 Model Model No Dia. (inch) Dome Wind Loads 3 Series Thickness (psf) (inch) 160 DS 10 0.125 Solatube Brighten-Up® +70 Series 290 DS 14 0.125 _70 1. Positive (+) loads are directed inward; negative (-) are directed outward. 2. All positive design pressures were tested to a safety factor of 2.All negative design pressures were tested to a safety factor of 3. 3. Allowable design loads for consideration of water penetration are limited to those values indicated above. Table 2-Anchorage Schedule Model Its Anchorage Substrate Anchor Description and Quantity Metal Flange to wood curb SPF(S.G.>_ .42) Qty 8 160 DS wood curb #10 x 2"Screw 290 DS Metal Flange to wood deckQty 8 5/8"Type 2 Plywood #10 x 2" Screw Metal Flange to Metal Deck 22 gauge steel Qty 8 33ksi Min Yield #10 TEKS Metal Flange to wood curb SPF (S.G.>_ .42) Qty 8 #10 x 2" Screw wood curb Certificate of Independence per Product Approval ��.�`�spMESf 4'�eee Rule 61G20-3.009 o`�t�Q���GE...410 e��' Digitally signed .. byRobert J PTC Product Design Group, LLC and Robert J.Amoruso, P.E. s N 49752 0 does not have, nor will acquire, any financial interest in the *• yI ' * Amoruso company manufacturing or distributing product(s)covered ' S iA E OF :tt/2 by this Product Evaluation Report. PTC Product Design 0,�;•• zo Date: 2018.02.07 Group, LLC and Robert 1.Amoruso, P.E.do not have, nor ''ee6`S;•�O q�Op'� ,e will acquire any financial interest in any other entity e`if.,,/ONA1-- `�� 10�03:� 5 �05���� tonnmW involved in the approval process or testing of the product(s)covered by this Product Evaluation Report. Evaluated by: Robert J. Amoruso, P.E. FL PE License No. 49752 IMIIIIsIIII PTC Product Design Group, LLC I PO Box 520775 I Longwood, FL 32752-0775 IF'I/IL. 321-690-1788 1 FBPE Certification of Authorization No. 25935 OFFICE COPY NEMO I etc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALUATION REPORT GAF Evaluation Report 01506.04.08-R16 1Campus Drive L10626-R16 Parsippany, NJ 07054 Date of Issuance:04/25/2008 (800)766-3411 Revision 16: 10/17/2019 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E.for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: GAF Roof Underlayments LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO I etc. requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMO I etc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 11. Prepared by: .C- Robert J.M. Nieminen P.E. .'_5 ',�;, , F *�r•- The facsimile seal appearing was authorized by Robert •;3�'•--•"' ;f Nieminen,P.E.on 10/17/2019. This does not serve as an Florida Registration No.59166,Florida DCA ANE1983 ,� w��:��;,- +�•.6 r ° electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC does not have, nor does it intend to acquire,or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E.does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO;etc.nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. ©2019 NEMO ETC,LLC ©NErvloletc. ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: GAF Roof Underlayments, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Uplift FM 4474 2011 1507.1.1,R905.1.1 Exception Unrolling,Breaking Strength,Pliability ASTM D226 2009 1507.1.1,R905.1.1 Exception Tear Strength ASTM D4533 2015 1507.2.3/1507.1.1 Physical Properties ASTM D6757 2016 1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM 01970 2015 1507.3.3,R905.3.3 Physical properties FRSA/TRI April 2012(04-12) 2012 1507.11.2 Physical Properties ASTM D6164 2011 3. REFERENCES: Entity Examination Reference Date ERD(TST 6049) Physical Properties R3360.02.07-2-R1 03/13/2007 ERD(TST 6049) Physical Properties G12110.12.08 12/02/2008 ERD(TST 6049) FRSA/TRI April 2012(Slippage) G34150.08.11 11/14/2011 ERD(TST 6049) ASTM 06164 G40630.01.14-2B 01/07/2014 ERD(TST 6049) ASTM 06164 G46160.09.14-3A 09/09/2014 ERD(TST 6049) ASTM D1970 GAF-SC13285.03.17-3 03/01/2017 ERD(TST 6049) ASTM 01970 GAF-SC13285.03.17-4 03/01/2017 PRI(TST 5878) Physical properties BRY-003-02-01 03/19/2002 PRI(TST 5878) ASTM 01970 GAF-026-02-01 03/26/2002 PRI(TST 5878) ASTM 01970 GAF-027-02-01 03/26/2002 PRI(TST 5878) Physical properties GAF-042-02-01 06/03/2005 PRI(TST 5878) Physical properties GAF-224-02-01 07/27/2009 PRI(TST 5878) ASTM D1970 GAF-238-02-01 03/03/2010 PRI(TST 5878) ASTM D1970 GAF-275-02-01 11/11/2010 PRI(TST 5878) Physical properties GAF-349-02-01 07/03/2012 PRI(TST 5878) Wind Uplift GAF-434-02-01 09/16/2013 PRI(TST 5878) Wind Uplift GAF-434-02-03 09/16/2013 PRI(TST 5878) Wind Uplift GAF-434-02-04 09/16/2013 PRI(TST 5878) FBC 1507.1.1(Exception) GAF-818-02-01 12/05/2017 PRI(TST 5878) FBC 1507.1.1(Exception) GAF-826-02-01 06/04/2018 PRI(TST 5878) FBC 1507.1.1(Exception) GAF-847-02-01 06/04/2018 PRI(TST 5878) FBC 1507.1.1(Exception) GAF-914-02-01 04/10/2019 PRI(TST 5878) FBC 1507.1.1(Exception) 376T0012 07/15/2019 PRI(TST 5878) FBC 1507.1.1(Exception) 376T0018 x 2 07/31/2019 UL(TST 1740) Physical properties 02NK22569 06/04/2002 UL(TST 1740) ASTM D6757 10NK11990 05/18/2011 Miami-Dade(CER 1592) HVHZ compliance 16-1216.02 02/02/2017 Miami-Dade(CER 1592) HVHZ compliance 18-0119.15 02/22/2018 ICC-ES(EVL2396) IBC/IRC compliance ESR-2053 07/01/2017 ICC-ES(EVL2396) IBC/IRC compliance ESR-2808 07/01/2017 ICC-ES(EVL2396) IBC/IRC compliance ESR-1322 01/01/2018 ICC-ES(EVL2396) IBC/IRC compliance ESR-3286 02/01/2018 UL,LLC(QUA 9625) Quality Control Service Confirmation 12/17/2018 NEMO ETC,LLC Evaluation Report 01506.04.08-R16 Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL10626-R16 GAF Roof Underlayments;(800)766-3411 Revision 16:10/17/2019 Page 2 of 11 ONEMO I etc. 4. PRODUCT DESCRIPTION: Product Specification Plant(s) Description 4.1 Liberty"' SBS Self-Adhering ASTM D1970 Mt.Vernon, IN smooth-surfaced,fiberglass-reinforced,self- Base/Ply Sheet adhering SBS modified bitumen roof underlayment 4.2 StormGuard° Film Surfaced ASTM D1970 Mt.Vernon, IN film-surfaced,fiberglass-reinforced,self- Leak Barrier Savannah, GA adhering SBS modified bitumen roof underlayment;also used as a secondary water barrier to seal roof decks - 4.3 WeatherWatch® Mineral ASTM D1970 Mt.Vernon, IN mineral-surfaced,fiberglass-reinforced,self- Surfaced Leak Barrier Savannah,GA adhering SBS modified bitumen roof underlayment;also used as a secondary water barrier to seal roof decks 4.4 Deck-Armorr' Premium FBC 1507.1.1& North Bay,ON non-woven,spun-bonded polypropylene Breathable Roof Deck R905.1.1 Dadra, India laminated polyethylene scrim sheet roof Protection (Exception) underlayment 4.5 FeltBuster° High-Traction FBC 1507.1.1& Richmond,VA non-asphaltic, polypropylene roofing Synthetic Roofing Felt R905.1.1 underlayment (Exception) 4.6 Shingle-Mate` Roof Deck FBC 1507.1.1& Pryor,OK fiberglass reinforced, asphaltic roof Protection R905.1.1 underlayment (Exception) 4.7 StormSafe"" Anchor Sheet FBC 1507.1.1& North Bay, ON polypropylene woven fabric which serves as R905.1.1 an anchor sheet in two-ply roof (Exception) underlayment systems 4.8 Tiger Paw"' Roof Deck FBC 1507.1.1& Dadra, India non-woven, polypropylene reinforced, Protection R905.1.1 North Bay, ON polymer coated roof underlayment (Exception) Parzai, India Umerkui Kilvani, India 4.9 RoofProT'SBS-Modified All- AC165 Fontana,CA fiberglass-reinforced,SBS modified bitumen Purpose Underlayment roof underlayment 4.10 VersaShiele Fire-Resistant ASTM D6757 Conover, NC non-asphaltic,fiberglass-based roof Roof Deck Protection (physicals) underlayment and/or fire barrier 4.11 Ruberoid® Mop Granule ASTM D6164 Savannah,GA granule-surfaced, polyester-reinforced, asphalt-applied SBS modified bitumen roof underlayment 4.12 Ruberoid@ Mop Granule FR ASTM D6164 Savannah,GA granule-surfaced, polyester-reinforced, asphalt-applied SBS modified bitumen roof underlayment NEMO ETC,LLC Evaluation Report 01506.04.08-R16 Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION 'L 10626-R16 GAF Roof Underlayments;(800)766-3411 Revision 16:10/17/2019 Page 3 of 11 NEMO I etc. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report, or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 GAF Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed,a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS I ! Wood Slate or 1 Underlayment Asphalt Nail-On Tile Foam-On Metal Shakes& Simulated Shingles Tile Shingles Slate Liberty'.SBS Self-Adhering Base/Ply Yes No No No No No Sheet StormGuard®Film Surfaced Leak Yes No No Yes No No Barrier WeatherWatch® Mineral Surfaced Yes No No No No No Leak Barrier Deck-Armor'"Premium Breathable Contact Contact Contact Roof Deck Protection Yes No No GAF GAF GAF FeltBuster®High-Traction Synthetic Yes No No No No No Roofing Felt Shingle-Mate®Roof Deck Protection Yes No No No No No Tiger Paw"'Roof Deck Protection Yes No No Contact Contact Contact GAF GAF GAF RoofPro""SBS-Modified All-Purpose Underlayment Yes No No No Yes Yes VersaShield®Fire-Resistant Roof Deck Yes No No No No No Protection Yes Ruberoid®Mop Granule Yes Yes No Yes Yes See 5.5.1 Yes Ruberoid®Mop Granule FR Yes Yes No Yes Yes See 5.5.1 5.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives/underlayment combinations. TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS' Adhesive Florida Product Approval Underlayments DuPont TileBond"" FL22525 Ruberoid®Mop Granule;Ruberoid®Mop Granule FR 'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,LLC Evaluation Report 01506.04.08-R16 Certificate ofAuthorization#32455 E.'"EDITION(2017`FBI N.r)N-HVHZ FVe HA-110r- ,',_10526-B16 GAF Roof Underlayments;(800)766-3411 Revision 16:10/17/2019 Page 4 of 11 $NEMoIetc. 5.6 Allowable Substrates: TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS Underlayment Application Primer Substrates Liberty'"SBS Self-Adhering Base/Ply Sheet StormGuard°Film Surfaced Leak Barrier self-adhering (Optional) plywood ASTM D41 Weather Watch®Mineral Surfaced Leak Barrier Liberty'"SBS Self-Adhering Base/Ply Sheet StormGuard°Film Surfaced Leak Barrier self-adhering None ASTM D226 felt Weather Watch®Mineral Surfaced Leak Barrier Liberty'"SBS Self-Adhering Base/Ply Sheet StormGuard°Film Surfaced Leak Barrier self-adhering ASTM D41 metal(flashing metal,valley metal,etc.) Weather Watch°Mineral Surfaced Leak Barrier Ruberoid®Mop Granule hot asphalt ASTM D41 structural concrete Ruberoid°Mop Granule FR Ruberoid®Mop Granule GAFGLAS°#80 Ultima"4 Base Sheet or hot asphalt None Ruberoid®20 Smooth Ruberoid®Mop Granule FR 5.6.1 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: The following wind uplift limitations apply to underlayment systems that are not prescriptively addressed in FRSA/TRI April 2012(04-12)and are used in foam-on or mortar-set tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied).Refer to FRSA/TRI April 2012(04-12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure=-45 psf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: GAFGLAS®#80 Ultima`" Base Sheet or Ruberoid® 20 Smooth mechanically attached with 12 ga., min. 1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 9-inch o.c. at the min.4-inch wide side laps and 9-inch o.c.at two(2),equally spaced,staggered center rows in the field of the sheet. Cap Sheet: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312,Type IV hot asphalt at 20 to 25 lbs/square. #2 Maximum Design Pressure=-75 psf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: GAFGLAS®#80 Ultima'" Base Sheet or Ruberoid° 20 Smooth mechanically attached with 12 ga., min. 1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 8-inch o.c. at the min.4-inch wide side laps and 8-inch o.c. at three (3), equally spaced, staggered center rows in the field of the sheet. Cap Sheet: Ruberoid® Mop Granule or Ruberoid° Mop Granule FR applied in full mopping of ASTM D312,Type IV hot asphalt at 20 to 25 lbs/square. NEMO ETC,LL( Evaluation Report 01506.04.08-R16 Certificate of Authorization#32455 6"EDITION(2017)FBI NC)N-H""HZ EV.AI UATION FL10626-R16 GAF Roof Underlayments;(800)766-3411 Revision 16:10/17/2019 Page 5 of 11 © NEMoIetc. #3 Maximum Design Pressure=-97.5 psf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: GAFGLAS®#80 Ultima"" Base Sheet or Ruberoid® 20 Smooth mechanically attached with 11 ga., min. 1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 4-inch o.c. at the min. 2-inch wide side laps and 4-inch o.c. at four (4), equally spaced center rows in the field of the sheet. Cap Sheet: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312,Type IV hot asphalt at 20 to 25 lbs/square. #4 Maximum Design Pressure=-442.5 psf. Deck: Min. 2,500 psi structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction Base Sheet: GAFGLAS #75 Base Sheet, Tri-Ply#75 Base Sheet, GAFGLAS #80 Ultima Base Sheet, GAFGLAS Ply 4, Tri-Ply Ply 4 or GAFGLAS Flex Ply 6 applied in full mopping of ASTM D312,Type IV hot asphalt at 20 to 25 lbs/square. Cap Sheet: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312,Type IV hot asphalt at 20 to 25 lbs/square. 5.6.1.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case,Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016)for Zone 2/3 enhancements. 5.7 Exposure Limitations: TABLE 3: EXPOSURE LIMITATIONS Underlayment Maximum Exposure(days) Deck-Armor""Premium Breathable Roof Deck Protection,FeltBuster®High-Traction Synthetic Roofing Felt, Shingle-Mate® Roof Deck Protection, StormSafeT" Anchor Sheet, Tiger Paw'. Roof Deck Protection, 30 RoofPro"" SBS-Modified All-Purpose Underlayment, Liberty"" SBS Self-Adhering Base/Ply Sheet, StormGuard®Film Surfaced Leak Barrier and WeatherWatch®Mineral Surfaced Leak Barrier VersaShield3 Fire-Resistant Roof Deck Protection,Ruberoid®Mop Granule and Ruberoid°Mop Granule FR 180 5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)): When loading roof tiles on the underlayment in direct-deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 4: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope I Flat Max.10-tile stack 4:12 Ruberoid®Mop Granule Flat Max.6-tile stack(4 over 2) 5:12 Lugged Max.10-tile stack 5:12 Flat or Lugged Max.6-tile stack(4 over 2) 5:12 Ruberoid®Mop Granule FR Lugged Max.10-tile stack 4:12 Evaluation Report 01506.04.08-R16 Certificate of Authorization#32455 6'"EDITION(2017)FOC NON-H VHZ EVALUATION ,11062-6-R 16 GAF Roof Underlayments;(800)766-3411 Revision 16:10/17/2019 Page 6 of 11 NEMO I etc. 6. INSTALLATION: 6.1 GAF Roof Underlayments shall be installed in accordance with GAF published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application and prime the substrate(if applicable). 6.3 Install self-adhering underlayments when ambient temperatures are minimum 45°F and rising. 6.4 All metal surfaces shall be primed with Matrix"" 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer prior to application of self-adhering membranes. 6.5 Deck-Armor"'Premium Breathable Roof Deck Protection: 6.5.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table 1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed, considering the wider sheet-width for double-layer applications. 6.5.2 Fasteners: Minimum fasteners shall be 1-inch diameter plastic-capped corrosion resistant nails or 1-inch diameter plastic- capped,corrosion resistant staples, unless restricted by Code. Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: "...except metal cap nails shall be required where the ultimate design wind speed, Val, equals or exceeds 150 mph." 6.5.3 Slopes of 4:12 or greater: End (vertical) laps shall be minimum 6-inches and side(horizontal) laps shall be minimum 4-inches. End (vertical) laps shall be offset from course to course not less than 6 feet. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 6-inch o.c. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. 6.5.4 Slopes of 2:12 to less than 4:12: End(vertical) laps shall be minimum 6-inches and side(horizontal)laps shall be minimum 28.5-inches(for 54-inch wide rolls)or minimum 25.5-inches(for 48-inch wide rolls). End(vertical)laps shall be offset from course to course not less than 6 feet. Begin by fastening a full-width along the eaves or install full-width leak barrier. Place a full-width sheet over the starter, completely overlapping the starter course. Continue upslope, maintaining minimum 28.5-inch side laps (for 54-inch wide rolls) or minimum 25.5-inch side laps (for 48-inch wide rolls), resulting in a double-layer application. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 6-inch o.c. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. 6.5.3 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty'"" SBS Self-Adhering Base/Ply Sheet; StormGuare Film Surfaced Leak Barrier or WeatherWatch° Mineral Surfaced Leak Barrier at vulnerable leak areas,including but not limited to eaves,valleys,rakes,skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At other areas,install the leak barrier over the underlayment. Evaluation Report 01506.04.08-R16 Certificate of Authorization#32455 5r"EDITION 120171 FRC NON-HVHZ EVA!UAT1ON 'L10626-R16 GAF Roof Underlayments;(800)766-3411 Revision 16:10/17/2019 Page 7 of 11 $NEMoIetc. 6.6 FeltBusters High-Traction Synthetic Roofing Felt or Tiger Paw'Roof Deck Protection: 6.6.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table 1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed,considering the wider sheet-width for double-layer applications. 6.6.2 Fasteners: Minimum fasteners shall be 1-inch diameter plastic-capped corrosion resistant nails or 1-inch diameter plastic- capped,corrosion resistant staples,unless restricted by Code. :a=RE_7 21 The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: "...except metal cap nails shall be required where the ultimate design wind speed, V0„h,equals or exceeds 150 mph." 6.6.3 Slopes of 4:12 or greater: End(vertical)laps shall be minimum 6-inches and side(horizontal)laps shall be minimum 4-inches. End(vertical) laps shall be offset from course to course not less than 6 feet. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 6-inch o.c. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. 6.6.4 Slopes of 2:12 to less than 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 25.5-inches. End (vertical)laps shall be offset from course to course not less than 6 feet. Begin by fastening a full-width along the eaves or install full-width leak barrier. Place a full-width sheet over the starter,completely overlapping the starter course. Continue upslope, maintaining minimum 25.5-inch side laps, resulting in a double-layer application. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 6-inch o.c. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. 6.6.5 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty"' SBS Self-Adhering Base/Ply Sheet; StormGuarde Film Surfaced Leak Barrier or WeatherWatch® Mineral Surfaced Leak Barrier at vulnerable leak areas,including but not limited to eaves,valleys,rakes,skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the underlayment. Along the rake,install the underlayment, leaving 6 to 8-inch of the deck exposed,and then install the leak barrier over the underlayment and exposed decking. At other areas,install the leak barrier over the underlayment. 6.7 StormSafe""Anchor Sheet: 6.7.1 StormSafe"'Anchor Sheet is limited to use as a mechanically attached base layer in 2-ply underlayment systems. 6.7.2 Fasteners: Minimum fasteners shall be 1-inch diameter plastic-or steel-capped corrosion resistant nails;corrosion-resistant nails&1-5/8-inch tin-caps;or Drill-Tec screws and plates,unless restricted by Code. code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: "...except metal cap nails shall be required where the ultimate design wind speed, Vo„n,equals or exceeds 150 mph." 6.7.3 Starting at the eave,fasten the eave edge and 6-inch wide end-laps 6-inch o.c.Fasten in the field of the roll 12-inch o.c.in two,equally spaced,staggered center rows. Continue upslope in a similar manner,maintaining minimum 3-inch side-laps and minimum 6-inch end-laps. Fasten 6-inch o.c. in the laps and 12-inch o.c. in two, equally spaced,staggered center rows in the field. Ensure all end laps are staggered at least 3-feet apart. One the same day, install Liberty'" SBS Self-Adhering Base/Ply; StormGuard® Film Surfaced Leak Barrier or WeatherWatch®Mineral Surfaced Leak Barrier over the StormSafeT"Anchor Sheet. NEMO ETC,LLC Evaluation Report 01506.04.08-R16 Certificate of Authorization 1132455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10626-R16 GAF Roof Underlayments;(800)766-3411 Revision 16:10/17/2019 Page 8 of 11 ONEMO I etc, 6.8 RoofPro""SBS-Modified All-Purpose Underlayment and Shingle-Mate®Roof Deck Protection: 6.8.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table 1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed. 6.8.2 Fasteners: As required in FBC Table 1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed. No hammer tacks or staples are permitted. The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: "...except metal cap nails shall be required where the ultimate design wind speed, 1/0„,t, equals or exceeds 150 mph." 6.8.3 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty"' SBS Self-Adhering Base/Ply Sheet; StormGuard° Film Surfaced Leak Barrier or WeatherWatch° Mineral Surfaced Leak Barrier at vulnerable leak areas,including but not limited to eaves,valleys,rakes,skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At other areas, install the leak barrier over the underlayment. 6.9 VersaShield®Fire-Resistant Roof Deck Protection: 6.9.1 Shall be installed in compliance with the codified requirements for ASTM D6757 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.9.2 Fasteners: Minimum fasteners shall be 1-inch diameter plastic-capped or metal-capped corrosion resistant nails or 1-inch diameter plastic-capped,corrosion resistant staples,unless restricted by Code. Code Referent The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: "...except metal cap nails shall be required where the ultimate design wind speed, Vogt, equals or exceeds 150 mph." 6.9.3 Slopes of 4:12 or greater: End (vertical) laps shall be minimum 6-inches and side(horizontal) laps shall be minimum 4-inches. End(vertical) laps shall be offset from course to course not less than 6 feet. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 6-inch o.c. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. 6.9.4 Slopes of 2:12 to less than 4:12: End(vertical) laps shall be minimum 6-inches and side(horizontal)laps shall be minimum 22-inches. End(vertical) laps shall be offset from course to course not less than 6 feet. Begin by fastening a half-width starter strip along the eaves or install full-width leak barrier.Place a full-width sheet over the starter,completely overlapping the starter course. Continue upslope, maintaining minimum 22-inch side laps, resulting in a double-layer application. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 6-inch o.c. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. 6.9.5 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty"'SBS Self-Adhering Base/Ply Sheet;StormGuard®Film Surfaced Leak Barrier or WeatherWatch®Mineral Surfaced at vulnerable leak areas,including but not limited to eaves,valleys,rakes,skylights and dormers. At eaves and valleys,install the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At other areas, install the leak barrier over the underlayment. NEMO ETC,LL(. Evaluation Report 01506.04.08-R16 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10626-R16 GM Roof Underlayments;(800)766-3411 Revision 16:10/17/2019 Page 9 of 11 ONEMO(etc. 6.10 Liberty'""SBS Self-Adhering Base/Ply Sheet: 6.10.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.10.2 The minimum and maximum roof slopes are 1/2:12 and 6:12, respectively. Back-nailing is required when slope is 1:12 or greater. Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c. encapsulated within min.3-inch side laps. 6.10.3 Non-Tile Applications: Shall be fully self-adhered to the substrates noted in Section 5.6. For direct-bond to deck applications plywood shall be primed with MatrixTM 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer at%to gallon per square. Prior to removal of release film,align sheets properly starting at the low-point of the roof(eave)with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Roll out sheet and allow to'relax'for min.30 minutes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matrix"' 201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner,maintaining minimum 3-inch side-laps and minimum 6-inch end-laps. Ensure all end laps are staggered at least 18-inch apart. Use a weighted lawn or linoleum roller to ensure complete adhesion to the substrate. Use a hand roller to firmly bond side and end laps. 6.11 StormGuard®Film Surfaced Leak Barrier: 6.11.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.11.2 Back-nailing is required. Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c. encapsulated within min.3-inch side laps. 6.11.3 Non-Tile Aoplications: Shall be fully self-adhered to the substrates noted in Section 5.6. Prior to removal of release film, align sheets properly starting at the low-point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matrix"'201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner,maintaining minimum 3-inch side-laps and minimum 6-inch end-laps. Ensure all end laps are staggered at least 18-inch apart. Use a hand roller to firmly bond side and end laps. 6.12 WeatherWatch®Mineral Surfaced Leak Barrier: 6.12.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.12.2 WeatherWatch® Mineral Surfaced Leak Barrier may be installed as a secondary water barrier using minimum 4- inch wide rolls to seal plywood deck joints prior to installation of the primary underlayment system. 6.12.3 Back-nailing is required. Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c. encapsulated within min.4-inch side laps. NEMO ETC,ILC Evaluation Report 01506.04.08-R16 Certificate of Authorization#32455 GT"EDITION(20171 FBC NON-HVHZ EVALUATION FL10626-R16 GAF Roof Underlayments;(800)766-3411 Revision 16:10/17/2019 Page 10 of 11 NEMo etc. 6.12.4 Non-Tile Applications: Shall be fully self-adhered to the substrates noted in Section 5.6. Prior to removal of release film, align sheets properly starting at the low-point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matrix"A 201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner,maintaining minimum 3-inch side-laps and minimum 6-inch end-laps. Ensure all end laps are staggered at least 18-feet apart. Use a hand roller to firmly bond side and end laps. 6.13 Ruberoid°Mop Granule;Ruberoid°Mop Granule FR: 6.13.1 Ruberoid°Mop Granule or Ruberoid°Mop Granule FR shall be installed in compliance with current GAF published installation requirements. 6.13.2 For use in tile applications, Ruberoid° Mop Granule or Ruberoid® Mop Granule FR are for use as an alternate to "Mineral Surface Roll Roofing"(ASTM D6380,Class M)in the"Single Ply System"from FRSA/TRI April 2012(04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the"Two Ply System" from FRSA/TRI April 2012(04-12)beneath mechanically fastened or adhered tile roof systems. 6.13.3 Fully adhere in ASTM D312,Type IV hot-asphalt to the substrates noted in Section 5.6. Side laps shall be minimum 4-inch and end-laps minimum 6-inch wide, and offset end-laps minimum 3-feet from course to course. Side and end-laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8- inch beyond the lap edge. 6.13.4 Consult GAF instructions regarding back-nailing requirements. 6.14 Tile Staging(Ruberoid°Mop Granule;Ruberoid®Mop Granule FR): 6.14.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 4 herein,and GAF published requirements for tile staging. 6.14.2 Battens and/or Counter-battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or nail-boards,to prevent tile sliding and/or damage to the underlayment during the loading process. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. • • 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for plants covered under Rule 61G20-3 QA requirements. Refer to Section 4 herein for product&production locations having met codified physical properties specifications. 9. QUALITY ASSURANCE ENTITY: UL, LLC.—QUA9625; (847)664-3281 -END OF EVALUATION REPORT- Evaluation Report 01506.04.08-R16 Certificate of Authorization#32455 6T"EDITION(20171 FBC NON-HVHZ EVALUATION FL10626-R16 GM Roof Underlayments;(800)766-3411 Revision 16:10/17/2019 Page 11 of 11 • Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. -W ,, , RE: E1558 - 3532nd St. MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Walk In Project Name: . Model: Tampa, FL 33610-4115 Lot/Block: . Subdivision: . Address: 353 2nd St., . City: Atlantic Beach State: fl Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: License#: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 2 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T18581121 Al 11/6/19 2 T18581122 A2 11/6/19 The truss drawing(s)referenced above have been prepared by 1 j MiTek USA,Inc. under my direct supervision based on the parameters tE, - s,,* -r, provided by Gleckler and Sons Building Supplies. ;• ' • Truss Design Engineers Name: Finn, Walter - IAA 2ss 9 9 f My license renewal date for the state of Florida is February 28,2021. i IMPORTANT NOTE:The seal on these truss component designs is a certification *Aar '. that the engineer named is licensed in the jurisdiction(s)identified and that the .5W1-• 2.: V. • �� designs comply with ANSI/TPI 1. These designs are based upon parameters o #t r V • shown(e.g.,loads,supports,dimensions,shapes and design codes),which were `r 4 .'i� , • '� given to MiTek or TRENCO. Any project specific information included is for MiTek's or °b • 1S TRENCO's customers file reference purpose only,and was not taken into account in the preparation of these designs- MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, T ,i the building designer should verify applicability of design parameters and properly ''.: @7 ,X '' : Job Truss Truss Type Qty Ply 353 2nd St. T18581121 E1558 Al Common Supported Gable 2 1 Job Reference(optional) Gleckler and Sons Building Supplies,Jacksonville,FL-32209, Run:8.32E Oct 29 2019 Print 8.320 E Oct 29 2019 MiTek Industries,Inc.Wed Nov 06 06 45 22 Page.1 I D:ao3Vy7vbA3TtC6O1j2VtUGyM_Ou-agaA3MvUM MMBjtfefi7UOgXTgHvgh49ia_Vr6CyM_ET 2 0-0 I 1 -10-2 6-1014 16-1'14 I 1610 2 I 18-0-0 2-0-0 4x6= 8 326 : 10335UMN3x40 3x4= 3 4 • 3x4= CNI°' iI : i1 S^ � t r r r r 0 0 0 1 :•:* %****)::+:4+:***.............•.•.L.•.........v.....0......******************:**, 15 24 23 22 21 20 19 18 17 16 4x8 a 4x8 a 0-�-8 16-0-0 0-01-8 15-11-8 Scale=1.39.6 Plate Offsets(X,Y): [2:0-3-8,Edge],[2:0-3-13,Edge],[14:0-3-8,Edge],[14:0-3-13,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (roc) 1/deft Ud PLATES GRIP TCLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a - n/a 999 BCLL 0.0* Rep Stress lncr YES WB 0.03 Horz(CT) 0.00 28 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:81 Pb FT=20% LUMBER TOP CHORD 1-2=0/42,2-31=-82/32,2-31=-80/51, 8) *This truss has been designed for a live load of 20.0psf TOP CHORD 2x4 SP No.2 2-3=-41/35,3-4=-39/42,4-5=-30/47, on the bottom chord in all areas where a rectangle BOT CHORD 2x4 SP No.2 5-32=-21/66,6-32=-14/69,6-7=-31/95, 3-06-00 tall by 2-00-00 wide will fit between the bottom OTHERS 2x4 SP No.3 7-8=-40/120,8-9=-40/125,9-10=-30/100, chord and any other members. BRACING 10-33=-14/74,11-33=-21/71,11-12=-15/42, 9) All bearings are assumed to be SP No.2 crushing TOP CHORD Structural wood sheathing directly applied or 12-13=-17/28,13-14=-19/21,14-34=-77/51, capacity of 565 psi. 6-0-0 oc purlins. 14-34=-80/32,14-15=0/42 10)Provide mechanical connection(by others)of truss to BOT CHORD Rigid ceiling directly applied or 10-0-0 ocBOT CHORD 2-24=-49/129,23-24=-17/80,22-23=-17/80, bearing plate capable of withstanding 112 lb uplift at joint bracing. 21-22=-17/80,20-21=-17/80,19-20=17/80, 2,115 lb uplift at joint 14,37 Pb uplift at joint 21,35 lb REACTIONS (lb/size) 2=247/15-11-0,14=247/15-11-0, 18-19=-17/80,17-18=-17/80,16-17=-17/80, uplift at joint 22,46 lb uplift at joint 23,14 lb uplift at joint 16=105/15-11-0,17=101/15-11-0, 14-16=-17/80 24,36 lb uplift at joint 19,36 lb uplift at joint 18,46 lb 18=97/15-11-0,19=103/15-11-0, WEBS 8-20=-67/0,7-21=-77/98,6-22=71/87, uplift at joint 17,17 lb uplift at joint 16,112 lb uplift at 20=91/15-11-0,21=103/15-11-0, 5-23=-73/73,4-24=-79/48,9-19=-77/99, joint 2 and 115 lb uplift at joint 14. 10-18=-71/87,11-17=-73/73,12-16=-79/47 11)n/a 22=97/15-11-0,23=101/15-11-0, 24=105/15-11-0,25=247/15-11-0, NOTES LOAD CASE(S) Standard 28=247/15-11-0 1) Unbalanced roof live loads have been considered for Max Horiz 2=-64(LC 13),25=-64(LC 13) this design. Max Uplift 2=-112(LC 8),14=-115(LC 9), 2) Wind:ASCE 7-10;Vult=130mph(3-second gust) 16=-17(LC 13),17=-46(LC 13), Vasd=101mph;TCDL=4.Opsf;BCDL=5.0psf;h=25ft; 18=-36(LC 13),19=-36(LC 13), Cat.II;Exp B;End.,GCpi=0.18;MVVFRS(envelope) 21=-37(LC 12),22=-35(LC 12), exterior zone and C-C Corner(3)-2-0-0 to 1-0-0, 23=-46(LC 12),24=-14(LC 12), Exterior(2)1-0-0 to 8-0-0,Corner(3)8-0-0 to 11-0-0, 25=112(LC 8),28=115(LC 9) Exterior(2)11-0-0 to 18-0-0 zone;cantilever left and Max Gray 2=247(LC 1),14=247(LC 1), right exposed;end vertical left and right exposed;C-C 16=116(LC 3),17=101(LC 1), for members and forces&MINERS for reactions shown; 18=97(LC 24),19=104(LC 24), Lumber DOL=1.60 plate grip DOL=1.60 20=94(LC 22),21=104(LC 23), 3) Truss designed for wind loads in the plane of the truss 22=97(LC 23),23=101(LC 1), only. For studs exposed to wind(normal to the face), 24=116(LC 3),25=247(LC 1), see Standard Industry Gable End Details as applicable, 28=247(LC 1) or consult qualified building designer as per ANSI/TPI 1. FORCES (Ib)-Maximum Compression/Maximum 4) All plates are 2x4 MT20 unless otherwise indicated. Tension 5) Plates checked for a plus or minus 5 degree rotation about its center. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom ,,,.w :„r. „,. chord live load nonconcurrent with any other live loads. ,/.',!seri I I gip, ..A*'39, i907f P EOtreStAkitc$tFyC,frt0 l Oat. ,Date:_ November 6,2019 f ! /erify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAC ,i.Y2015 BEFORE USE. l Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing •�y t'`y 'rt is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the u. fabncation,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Duality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type City Ply 353 2nd St. T18581122 E1558 A2 Common 14 1 Job Reference(optional) Gleckler and Sons Building Supplies,Jacksonville,FL-32209. Run 8.32 E Oct 29 2019 Print 8.320 E Od 29 2019 MiTek Industnes,Inc.Wed Nov 06 06.45:24 Page.1 ID'.We8PEBWWiERPNCytrKwNB WyM_POSbpgvky_PasdCUyPuYBOb Wh 1 qu7VdrQH VcT3FzyM_E P 8-0-0 2--0-0 8-0-0 18--0-0 I 180 0 4x6= 3 12 0\ 14 15 c2 7 cov 13 16 2 4 15•••••• 5 2x4 n 3x6= 3x6= 0 -8 8-0-0 I 15-11-8 16-111-0 0- -8 7-11-8 7-11-8 0-t-8 Scale=1:37.4 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TOLL(roof) 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.12 6-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.22 6-12 >868 180 BOLL 0.0* Rep Stress Incr YES WB 0.14 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:61 lb FT=20% LUMBER 6) All bearings are assumed to be SP No.2 crushing TOP CHORD 2x4 SP No.2 capacity of 565 psi. BOT CHORD 2x4 SP No.2 7) Provide mechanical connection(by others)of truss to WEBS 2x4 SP No.3 bearing plate capable of withstanding 178 lb uplift at BRACING joint 2 and 178 lb uplift at joint 4. TOP CHORD Structural wood sheathing directly applied or LOAD CASE(S) Standard 3-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=700/0-5-8,4=700/0-5-8 Max Horiz 2=-70(LC 13) Max Uplift 2=-178(LC 12),4=-178(LC 13) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/42,2-13=-924/166,13-14=-917/178, 3-14=-834/188,3-15=-834/188, 15-16=-917/178,4-16=-924/166,4-5=0/42 BOT CHORD 2-6=-88/786,4-6=-88/786 WEBS 3-6=0/366 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-10;Vult=130mph(3-second gust) Vasd=101mph;TCDL=4.0psf;BCDL=5.0psf;h=25ft; Cat.II;Exp B;Encl.,GCpi=0.18;MWFRS(envelope) exterior zone and C-C Exterior(2)-2-0-0 to 1-0-0, Interior(1)1-0-0 to 8-0-0,Exterior(2)8-0-0 to 11-0-0, Interior(1)11-0-0 to 18-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 5 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) *This truss has been designed for a live load of20.Opsf o,a ei 5 i ter8 9; on the bottom chord in all areas where a rectangle criel3 -a grF,•'Dart 3-06-00 tall by 2-00-00 wide will fit between the bottom744"fi904Pd, �s : (r- .sC811�:.• -•a r. chord and any other members. ,Date,.; November 6,2019 I 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE M11-7473 rev.10473/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing r.`!•�f is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TRH Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314 Tampa,FL 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3j" Center plate on joint unless x,y 6-4-8 dimensions shown in tt-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury MOEDimensions are in ft-in-sixteenths. •14L Apply plates to both sides of truss 1 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing.is always required. See BCSI. 1 2. Truss bracing must be designed by an engineer.For 0'1/16" 11)? 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I 711 i bracing should be considered. O r � U O 3. Never stackmaterials exceed theon design loadinginadequatelybraced shown and never OC trusses. tl Provide copies of this truss design to the building For 4 x 2 orientation, locate O c-s 06-7 05-6 O� 4. designer,erection supervisor,property owner and plates 0 116"from Outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each - This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSUTPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that �i Trusses are designed for wind loads in the plane of the specified. �i Indicated by symbol shown and/or by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14 Bottom chords require lateral bracing at 10 ft spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. hMd0 reaction section indicates joint — IIIIIII number where bearings occur. 17.Install and load vertically unless indicated otherwise. ►� Min size shown is for crushing only. / _+ 18.Use of green or treated lumber may pose unacceptable �� 4, �I� environmental,health or performance risks.Consult with project engineer before use. Industry Standards: 'Y..04.•—i.1 ANSI/TPI1: National Design Specification for Metal , , , 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, :: . 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, t a IIS■T^ ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate ,YYYJJJ Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015 ALL STUDS HELD BACK 1/2"FROM EDGE OF SLABip ALL DIMENSIONS ARE TAKEN FROM OUTSIDE EDGE OF STUD 15-11-0 ��,{4' --44 GS 2175 W. 18th Street Jacksonville,Fl 32209 Office:904-356-5440 AI www.glecklerandsons.com Customer Ham. Walk hi !lobe Johnson La SIbddaar Alava A4 353 2nd St. 24"OC af3 aid. Tip Cede Atlantic Beach fl Engineer of Record A2 4 � N A2 A2 Al DESIGN CRITERIA Wan COB PBC 2017 Louden Reef MOOS 24"OC Tap Chad Lm Lard 30.01051' 40.010E' A2 Top Chord Deed Lead TO MO MP Bottom[lard lir.Lod 0.01000' 0.0 BVB' Aq Boma Mad Deed laid 10.010.05' 005600' Lb wYdRd4..14 Cr 6DONW Med Sped 130tlpll All METAL CQOEICTCB PLATES BP=IL FL APPROVAL CCM 11.21174t6 Al ALL BRAME ARE 3aQ CRLAtd aomebaOE PL APPROVAL CODE PL6s2749 Designer:Brittaney Register DATE: 11/6/2019 A1700560104:`alfRACTORS.CREP19.A310006.3BRS Job #: E1558 R i.B.neeomitr0.b lity of .mala(builder.bream me r.aa,beamed Bmtrsta,amaa a aw6m m .,m)to properly mein,waked,dahandle.rand tree.mad piste ememima e asd mood me to prlife d p:petty.Refer to 319431 bmma .0 5 60. -Orb for Hmaam&Iva4liytr ,Raioirymrd d Bracinema.Tema.D0001 COT ALTER TRUSSER Pay(West(Weston.a d . d.aye.in amld be ar.a.d to°Molder ad Sm.Bddm super.Ca opao 0 Pmt a 007.356.3440 pia to rearm a modRedieo of my mu....01.akka sod Sm.Buil dm Soli=i.tot liable for my'Beek mea'oolas waned by war of our r.p..ad.i"e Otto A.work*MR N..brye I.performed Florida Product Approvals Windows: Pella series 250 vinyl awning windows, 24x24 FL26534 Doors: Pella fiberglass half lite entry door, 36x80 FL14896 Pella Sutherland garage door,7'x10' FL697.4 Siding: Hardie Panel, stucco look FL13223 Roof Shingles: GAF Timberline HD composite shingles FL10124 WINDOW&DOOR M NI!FACT,RFRS,<ssoclllT?ON Hallmark® Certificate of AMS, INC. \AJ D M A Conformance and License (CCL) Admimsvatncvlanagement Svucros.Inc. Pella Corporation Mfr ID: 411 102 Main Street For more Information visit www.amscert.com Pella, IA 50219 Website: WAWpella.corn TEL: 641-621-6096 Product No. Product Name Standard Rating Wide High Test Report# CertDate ExpDate 411-H-1492.00 Pella 250 Series Vinyl Awning 101/I.S.2/A440-11 Class LC-PG50;Size Tested 1511mm 1105mm ESP027058P.1 3/26/2018 2/13/2028 1511mm x 1105mm(59.5in x 43.5in) Type-AP;DP+50/-50 psf;Water Test Press 720Pa (15.04psf);Can.Air Infil/Exfil. Leve 1=A3 411-H-1492.01 Pella 250 Series Vinyl Awning 101/I.S.2/A440-08 Class LC-PG50;Size Tested 1511mm 1105mm ESP027058P.1 3/26/2018 2/13/2028 1511mm x 1105mm(59.5in x 43.5in) Type-AP;DP+50/-50 psf;Water Test Press 720Pa (15.04psf);Can.Air Infil/Exfil. Leve 1=A3 411-H-1492.16 Pella 250 Series Vinyl Awning 101/1.S.2/A440-17 Class LC-PG50;Size Tested 1511mm 1105mm ESP027058P.1 5/3/2018 2/13/2028 1511mm x 1105mm(59.5in x 43.5in) Type-AP;DP+50/-50 psf;Water Test Press 720Pa (15.04psf);Can.Air Infil/Exfil. Level=A3 WDMA and AMS HEREBY CERTIFY that the aforesaid Company ("Licensee"), at its participating manufacturing plant(s), is licensed to use the WDMA7-- By. t- ccJohn McFee, YP of Certification Programs, IT DMA Hallmark Registered Hallmark on product lines that have been manufactured in accordance with the indicated standards. It is further certified that the plant(s), facilities, quality control procedures, methods, and processes of Licensee haveBy, a ` 4) Rhonda Schot_, Authorised Representative, AIlS been inspected, and are subject to regular follow-up inspection and test. It is further certified that samples of the product set forth above were tested and Program Sponsor: Program Administrator: found to comply with the standards. Window and Door Manufacturers Assoc Administrative Management Systems,Inc. 330 N.Wabash Avenue,Suite 2000 PO Box 730,205 West Main Chicago, IL 60611 Sackets Harbor,NY 13685 TEL(312)673-4828 www.wdma.com TEL(315)646-2234 staff@amscert.com WD-20 5/26/2016 JGK Friday, October 26, 2018 ANS/ Page 1 -- _- -- -- T: . •ENEIM N DRAwH RCNECkED S: ALTFQNATF ANCHOR/SUBSTRATE EVAN UATION NOTE. ._.s RED I. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE 59 1/2" MAX. FRAME WIDTH AU.ALTERNATE ANCHORS IN THEIR SPECIFIED PLOT. TATs /„ MATERIAL SHALL BE BEYOND WALL FINISH OR stucco. SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE 2. OPENINGS,BUCKING&BUCKING FASTENERS MUST BE PROPERLY DESIGNED&INSTALLED TO TRANSFERAT WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND e WIND LOADS TO THE STRUCTURE. 3. THESE NON-IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE TO BE EQUIVALENT TO OR STRONGER THAN THE 3 a REQUIREMENTS OF THE FLORIDA BUILDING CODE(HBC). A • • I ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. CAPABLE • ,, 4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMWG SHALL BE OF RESISTING CORROSION CAUSED 8Y THE PRESSURE TREATING CHEMICALS IN THE W00D. 5. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER / Q \ • INSTALLATION NOTE; DISSIMILAR MATERNLS SHILL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. • WHEN NECESSARY, INSTALLATION METHODS MAY BE B. TO THE BEST OF OUR KNOWLEDGE,THE PRODUCT SHOWN HEREIN IS CERTIFIED&QUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/OA WITTY&SHALL BE LABELED IN ACCORDANCE WITH THE FBC = / \ • MIXED WITH ANY ONE WINDOW SUCH INDMDUAL ANS THE FLORIDA DEPARTMENT OF BUSINESS&PROFESSIONAL REGULATION SPECIFICATIONS. PRODUCT SIDES WF THE WINDOW MAY USE ONE THAT THE OTHER ASSEMBLY IS NOT PART OF THIS DRAWING AND SHAT BE IN ACCORDANCE WITH THE MANUFACTURER'S w FIN FASTENER WfTHIN 4" OF ANCHOR• METHOD (EXAMPLE:OONE SIDE MAY USE QUALITY ASSURANCE SPECIFICATIONS&TESTING REPORTS, CORNERS & 4"TQ S' MAX D.C. ,{ 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING FRAME SCREW D WHILE OTHER SIDES USE FIN) v?8�. APPLE 1)PRODUCT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL BUILDING MIR. SEE 'FRAME ANCHOR REQUIREMENTS SIMILAR e DEPARTMENT. 2)PRODUCT IS INSTALLED BY ANYONE OTHER THAN A UCENSED CONTRACTOR EXPERIENCED A TABLE` ON THIS SHEET FOR WTH INSTALLATIONS OF THIS TYPE OF PRODUCT. 3)IF CHANGES HAVE OCCURRED TO THE PRODUCTS 1 3 , REQUIREMENTS (MAY BE 8" TO 10' CONDITIONS SHOWN ON THIS DRAWING ARE • WERTI WHAT HEN TCERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR INCONSISTENT O.C. WHEN JOB REQUIRED DESIGN \ GOVERNED BY INSTALLATION REQUIREMENTS.4 S WITH WHAT HAS BEEN AL2 R.U. ONLY. THE GOVERNING CONDITIONS ON ANY' B. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS LERRFlG770N \ PRESSURE IS +/-35 PSF OR \ • SHALL CONTROL FOR THE INSTALLED PRODUCT. } SPECIFIC WINDOW SHALL BE THE LESSER M.THESE DRAWINGS CERTIFY THE PRODUCE INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED OF THOSE SPECIFIED IN THE WINDOWS PRODUCT IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE - '19 /^ STATE APPROVAL OR THAT SHOWN IN MANUFACTURER&/OR INSTALLER. •/ THESE DRAWINGS. INSTALLATION EVALUATION S BASED ON APPLICABLE ANCHOR STANDARDS AND/OR INFORMATION 8 RESULTS N FROM APPUCABLE TEST REPORTS. THE FLORIDA BUILDING CODE VERSION CONSIDERED WITH THE 3 Z EVALUATION WAS THAT IN FORCE AT THE REE OF THE EVALUATION. IN THE EVENT OF CODE VERSION MJ °'o CHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THE REFERENCED PRODUCT,PRIOR TO STATING CODE COMPLIANCE WITH THE STATE,THE MANUFACTURER �y7 2 SHALL EXTERIOR ERIOR ELEVATION• z BE SEw o o 0 CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS SPECIFIED SINGLE WINDOW 3 R z s 7 HERE-IN ARE CURRENT WITH THE THEN CURRENT TESTING,CODE AND APPLICABLE STANDARDS. ALLOWABLE DESIGN PRESSURE SCALE 3/4" = 1'-0" z 8g (NAIL FIN MOUNT CONDITION) (SINGLE WINDOWS) z 5� +/-50 PSF < Via. PRESSURE SHOWN IN THIS TABLE IS FOR FRAME ANCHOR REQUIREMENTS TABLE 59 1/2" MAX. FRAME WIDTH INSTALLATION CONDITIONS ONLY. THE 5 i OPENING TYPE FRAME/CUP/NAIL FIN TO MINIMUM MINIMUM 5" MAX.— GOVERNING DESIGN PRESSURE ON THE F- 011 10 1/4" MAX. O.C. —5' MAX. WINDOWS SHALL BE THE LESSER OF THAT < Y (SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE DIST. a 3 041 SHOWN IN THE INDIVIDUAL WINDOW'S STATE 3 (1) FRAME SCREWS *. © APPROVAL OR THAT SHOWN IN THIS TABLE. I "c;MIN. 2X4 WOOD FRAME OR BUCK F'-• -- -T - -- -- 1 z (MIN. GR. 3&G=0.55) NO. 10 SMS OR WOOD SCREW 1 1/4" 3/4' —�� 5. MAX = zO MIN. 18 GA.33 KSI METAL STUD NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' N - MIN. 1/8"THE A3B STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' rs I j / ICD ._- ^ MIN. 1/8'THIS 6063-T5 AWN. NO. 10 CR. 5 SELF TAP/DRILL SCREW FULL 1/2' / \ •I w is �S MIN. C-90 CMU OR 2500 PSI CONCRETE (2) 1/4"CONCRETE SCREW 1 1/4" 2" W Mme' SIYRM A ! 0) INSTALLATION CLIP SCREWS FRAME SCREWS OR INSTALLDTIONiiiri � _ CUPS WHERE SHOWN AT SIDES NO _ ti F MIN. 2X4 WOOD FRAME OR BUCK NO. 10 SMS SCREW 1 1/4" 1/2' �� AND HEAD. SEE 'FRAME ANCHOR A 10 1/4" F- (MIN. GR. 3& 0-0.55) 4 1" REQUIREMENTS TABLE` ON THIS 1 MAX. O.C. `' S NZ 2-21 MIN. 18 GA. 33 KSI METAL SND NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' �i I SHEET FOR REQUIREMENTS. \ �� I `�{{��F{�I"`, s ALIO 7 MIN. 1/8"THK A36 STEEL N0. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' MIN. 1/8"THK 6063-T5 ALUM. NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2 I \ `��`�PER�rE b,�ice 2500 PSI CONCRETE (2) 1/4"CONCRETE SCREW 1 1/4" 2" a 1 / (Tc•4 0 I :�rJ�p•�•� .....-....))4A% w //\ 025 n (3)NAILING FIN FASTENERS �L MIN. 204 WOOD FRAME OR BUCK ! 1• 5' MAX. �3 i W * 8 4.. N (MIN.CR. 3&0-0.55) NO. 8 SMS SCREW 1 3/8" 1/2" L ,� i __�R __,. .J I �, j 9 �� c ,:i S • MIN. 2X4 WOOD FRAME OR BUCK 11 G. ROOFING NAIL 1 3/8" 1/2" NAIL FIN AND ANCHORING I INSTALLATION CUPS WHERE SHOWN AT %� z �v•• � g (MIN. GR. 3&G-0.55) OF NAIL FIN IS OPTIONAL& EXTERIOR ELEVATION; SILL (SAME POSRIONS AS HEAD �'.�6'b•'••• ••"'�5' N za MIN. 1/8"THK A36 STEEL NO. 8 GR.5 SELF TAP/DRILL SCREW FULL 1/2' SHALL NOT ACT AS A SINGLE WINDOW ANCHORS). SEE 'FRAME ANCHOR ''A/�*•PROF a, MIN. 1/8'THE 6063-T5 ALUM. NO.8 GR.5 SELF TAP/DRILL SCREW FULL 1/2" SUBSTITUTE FOR THE FRAME ��//L1tt11{{{{4 ANCHORS SPECIFIED. FIN SCALE: 3/4" = 1'-0" REQUIREMENTS TABLE" ON THIS SHEET (1)FRAME AND INSTALLATION CLIP SCREWS SHALL BE A PAN OR HEX HEAD SCREW. MAY BE REMOVED WHEN (FRAME SCREW & CLIP FOR REQUIREMENTS. (2)CONCRETE SCREWS SHALL BE ELCO ULTRACONS(CS.), ELCO CRETE-FLEX (S.S.),MYESE DRAWINGS ARE APPULABIE ONLY TO THE PitODUCT DRAWING N0. REV. RAMSET/RED HEAD TAPCONS (CS.OR S.S.)OR NILII MIK-CON II (C.S OR S.S.). REQUIRED BY OPENING /OR 1.THEY MAY NOT N USED FOR THE AsNoR\U 1933 A (3)WHEN SCREWS ARE USED WITH THE NAIL FIN,THEY MUST BE A WAFFLE HEAD SCREW OR HAVE CONDITIONS MOUNT CONDITION) /OR IUsED OF ANY OTHER PRODUCT PR ANY EY BE USED FOR RATIONAL AND/OR LORAL APPROVAL SHEET NO. A FIAT WASHER AT THE SCREW HEAD. TEo PSA Ti1G-E NOT oamis ED ITV THE NANUFACTURER 1 OF 4 ounm aIrf 107 1/2" MAX. OVERALL FRAME WIDTH P,a,.�s a,ENW a/./. 53 3/4" MAX. INDIVIDUAL WINDOW 53 3/4" MAX. INDIVIDUAL WINDOW ` ® a 0 / F� IN FASTENER WITHIN 4" OF c' x / \ CORNERS & B"TO 10" MAX O.C. H w SEE "FRAME ANCHOR \ REQUIREMENTS TABLE" ON SHEET O / \ 1 FOR REQUIREMENTS, SIMILAR O / \ - PL110 C € ACE 1 OR 2 ADORIONAL tsi • / \ FASTENERS AT MULLION END LOCATIONS TO FORM A CLUSTER • / 1 �j OF MIN. 3 FASTENERS AT THOSE 2-WIDE UNIT NOTES LOCATIONS. 1. XO CONFIGURATION IS SHOWN, OX & XX ALSO APPLY. • 2. WHEN FRAME WIDTH IS LESS THAN THAT MAXIMUM �,_ • SHOWN, THE WINDOWS WITHIN ARE NOT REQUIRED TO z • BE OF EQUAL WIDTH. S F w o.o EXTERIOR ELEVATION;. Z 1[7,o 0 2-WIDE WINDOW o z s nj SCALE: 3/4" = 1'-0" z o§ T (NAIL FIN MOUNT CONDITION) ALLOWABLE DESIGN PRESSURE ga. (2-WIDE WINDOW UNITS) ,_ a 107 1/2" MAX. OVERALL FRAME WIDTH +/-35 PSF Z W 53 3/4" MAX. INDMDUAL WINDOW - 53 3/4" MAX. INDMDUAL WINDOW 5" MAX.— 10 1/4" MAX. O.C. /a/a i a" a' 10 1/4- MAX. O.C. —5" MAX. a 0 l, CA 0._k ©l!� SIMILAR + o 00 7-0---:0------CP --� � i-n--c--.-r rTr - r --,- -1 .. Z Z� N A 5' MAX. p , / \4 , 2x W I. / \ - FRAME SCREWS OR INSTALLATION YJ 6a, -Y = Q CUPS WHERE SHOWN (FRAME I ,� I / \ SCREWS OR CUPS AT SIDE AND I rn z � HEAD OF VENT SECTION; CUPS AT 1� soli, / \ I. SIDE & HEAD OF FIXED AND SILL SI" 1 I10X 1 O" Vol Of OF BOTH). SEE "FRAME ANCHORID C z o ®I / REQUIREMENTS TABLE" ON SHEET 1 I 3 J 38 L FOR REQUIREMENTS. I, 1 5" MAX. Z. y a `- $O*�tJo 6/ L_a_.--L_� i1_- --+ .. `_( .� .--�-- . -y.�--Li� 1 =7i{U �c R� piZNAIL FIN AND ANCHORING OF NAIL FIN IS\ EXTERIOR ELEVATION; z OPTIONAL & SHALL NOT ACT AS A 2-WIDE WINDOW �� .• -, ti SUBSTITUTE FOR THE FRAME ANCHORS SCALE: 3/4" = 1.-0" �dbd,"••"•""""••OFA, �6 SPECIFIED. FIN MAY BE REMOVED WHEN (FRAME SCREW & CLIP MOUNT CONDITION) �q�M111pP,��. ; REQUIRED BY OPENING CONDMONS DRAWING NO REV. 1933 I A SHEET NO 2 ov 4 `own w: "arm r FIN FASTENER PER FRAME SCREW PER "': "'"s ELEVATION ELEVATION - can: SUBSTRATE BY SUBSTRATE BY SUBSTRATE BY SEALANT BY OTHERS OTHERS PER FRAME SCREW OTHERS PER SEALANT BY OTHERS OTHERS PER BEHIND NAIL FIN "FRAME ANCHOR PER ELEVATION "FRAME ANCHOR BEHIND FRAME FLANGE 'FRAME ANCHOR p s :.., REQUIREMENTS s ,. .•.-+ ' .:.: REQUIREMENTS 3 ti._...: REQUIREMENTS �' TABLE" TABLE" TABLE" a.s 4" 1 MAX. HIM - 5 1/4" MAX, 1/4' MAX. SHIM / AT EACH ANCHOR '�AT EACH ANCHOR-1 ...::..:::.::. ,.. SEALANT BY '��'3'. ;.,. SEALANT BY n_■i 5i11:"''. SEALANT BY �'►alt 1 OTHERS A=1�,, OTHERS ATW, OTHERS � �•'I I ' 17,•111 ,...-1-v-- .)* �' ©Q -- ' SEAL SPACE WITH 4 O LOW EXPANSION c� kir OPTIONAL FRAME Q ') FOAM AROUND = ;'�.i_i FlLLER olio_ OPTIONAL FRAME �`�'� W• INDOW FRAME RIMETER OF w __ ,li ,I SEAL SPACE � 'I ■ ■ . 11110•� I WITH LOW ���•I• IEXTERIOR I 1,111 i, SEAL SPACE 'EXTERIOR �• EXPANSION IEXTERIOR]WITH LOW FOAM AROUND EXPANSAROUND SECTION ION PERIMETER OF ` 1 §w a§ SECTIONWINDOW c, . Z o SCALE: 3/4 FULL ® PEFOAM DOWER OF = SCALE: 3/4 FULL 3 FRAME = ALTERNATE SECTION O ,� SCALE: 1/2 FULL TE z 5;; • 005 St a¢cm St PU1 DAM i-+e aNY+e CONTINUOUS WOOD MEMBER LESS IN THICKNESS THAN A 2X_ BUCK 0.375— 1 TO BE MIN. 3 1/2" DEEP (NOT S SUBSTRATE BY OTHERS 0.604—{ — --1 1.020 , 3 REQUIRED WHEN SHIM SPACE IS y PER "FRAME ANCHOR ' WITHIN ALLOWABLE DIMENSIONS s REQUIREMENTS TABLE" SHOWN IN SECTIONS). .0 1.500 • 0.22-5-1 ;.t:.•':: :•'T.:''! ;......':..5.:.• a'.• ,..i.:' LENGTH = 3.000" ''''.:.'1:':... . :•: q 0.604---1---12.485 3.000 O cup I FII i cit E '.. I _�� 0.6 0 0 �� 1 (RIGID PVC AT EACH ANCHOR) g6 SEALANT BY I— i•15Minar (RECOMMENDED BUT NOT = OTHERS wki-w I,I k---7 T REQUIRED WITH TYPICAL FRAME yerf_, 0.059 0.059 SCREW MOUNT. REQUIRED WITH ® --_�, ®FRAME FLANGF ®FRAME FLANGE DIRECT MOUNT) FRAME SCREW PER 0 O ' (RIGID PVC) (RIGID PVC) 1 325 REQUIRED WITH ELEVATION & "FRAME DIRECT MOUNT ANCHOR REQUIREMENTS 0.060 ���I TABLE" -— _ 0.293 J T EXTERIOR �h01 f-i� ®INSA i AT1ON CUP (RIGID PVC) 3 z OPTIONAL DIRECT MOUNT DETAIL SFP4' TO SUBSTRATE WITH SPACER (HEAD SECTION SHOWN; SIDES & SILL ARE INSTALLED THE SAME) c� Z 3 N z_ (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) z S, Q .._0,-.': Es 1 _ Zm �E w �ai : N �NN gl `��Rtiiti�le ` 3 ,0, 0 45 qi4%,e1mn3N:3 DRAWING NO. REV. 1933 A SHEET NO. 4 OF 4 20th STRUT LD PER SECTION INTERMEDIATE GLAZING OPTION CROSS SECTION AND TIP. BOTTOM SECTOR REQUIRES(1)3'20GA STRUT. ALL STRUTS ATTADED V/(2)1/4'x 3/4' GLAZING MUT AVAILABLE IN VIND-ERNE DEBRIS REGION HEX HEAD SCREWS AT EACH STILE I- GLAZING MEETS ASTM E1300-04 19 3/4' A 1 3/B'cLSON 1� _ 1 2'mop I ppm vm.wND0W FRAYS L 1 + � ,' -�� �I Mil 21' P7 GA FYTERDP SKIN(L505) i 11 16 GA FIMI ATTACHEDAL JUICER V/ WTH uv PROTECTION oPnd/AL D. NSFR15 w.J/1Y THICK SS8 GLASS I 22 1/2' 24 GA EXTET�t SIGN(1205) ♦ TN uv PROTECTION 21' // �..„___._....11.>// _ ,_. j ♦4— m 1/4'•3/4'HEX HEAD SLRFVs 20 Ire•1. OO ADJUSTABLE AIDE'RACKET ATTACHED 1.._.___.i 111 V/®LI'K 12'DOLT A13 MOTS 2' :::11100 —1.I �� 21' le. E7 GA INTERIM 310)1 �.J Da IB Ire q ►1111"i -1}1— 6L 2l• (2)1/4'x 3/4' ►4.4 1B' V 21' X HEAD SCREVS ►11� SECTION B-8 OIDED INSIDE FRAME 17 7/R' in + 5I, 10) X 3/4- _ JJ ��'� �'� AN HEAD SCRE11.5 L AT EACH 11ROOw FRAME T 1111111 n 2'S2TLGA. A ►.1. CFC-FREE EXPANDED RUT lip L6 V4'21• 21'1B L4' ►11*, RES73,RIENE INSlLATIOII 1 Ailli TRU7 CLIP ►111 A TYPICAL TOP STRUT ATTACFNENT ® 11*f �48 14 GAMS SECTION HEIGHT SECTION HEIGHT b7•�� ►�1."t)) 2' STRUT SPACING STRUT SPACING ►�«� INSIDE ELEVATION LI. 2'IH INT.AND TIP SFCTI3(S :$ 3.31 STM SECTION 8.0 14TH*.DIIRASAFE ►1 IIGA.ATTACHES 11 END DKINGE 1/ ATTACHED LEITER 1091 ATTACHED 6111 V/(2)1/4'K 3/4' V/(4)1/4'y 3/4' �j1• 2'20G4.STRUTS suEvs HEX IEAD saEvs 2'DOG*..STRUTS ;.1STEP/LIFT IT X 1 7 9ATTACHED 3" GA STRUT 34DOTTER 3.20 GA STRUT 31 ': V/TI)1/4-20 0 2 1/2(1200) 43 ICQP1O)ff1E011E BT NTL34 TR STEEL RT T1 SECTS 1. B LTS AND 114 X 20 NUTS R31ER v/5'sTER •:11A LIEn DAA ABMT4/M/OtilltippiHEAD � O . • •'I 9 1E1®IDES O U 1 COT �" .;:I BRACKET AT C wAID A Asa I-1o/Foc no m/21/11 me r 1 LER cARRI R ATTAI)ED �r;�- �1IdY vV/C7 s X 3/44'' - "• � V/0'J V4• 3/1• / IE)I FEAR SCREWS. .. ... NEI HEAD SCK •• CONT.ALUM EXTRUSION MAX SIZE pr,.../..4._„:. ••.''•v/C3NT.V7NTL ASTRA`-, 9'X 1/'TYPICAL DURASAFE END HINGE® 141.1" $EC11ON A-A (SIDE VIEW) DE9GN LOADSTYPICAL DURASAFE CENTER HD4GE +30.4 PSF OA-30.4 PSFF • (1)5/76'3A.1-5/C TEST LOADS �1 9-:' LAG BELT ATTACHED TO JAM TIC ME,1100 ESTE WAS N 9LlSTAN1ML +43.6 PSF �lJ'(`/� AT EA.JA16 BRACKET STOP MOULDING (XIMFANAMCE RIM RE PROCEDURE 01510•6D N ASTM "• T-` W Fl1.tD F$SAL ®6 M PR®M3 s aM M A* a MDS -45.6 PSF (s)F4LCD ay NSTALLm) 70 GA.GALA.STEEL L333. IE MN ASCE 7-10 IBM M AME,R DID SOLE PARAMETERS(6 FEST CI NOIR EDP N MAO IDM. ,�/)')y/�,(///, 1106 AT ANY .151 AD f®(MN) us 1M 141 136 130 III„,' �/'D//v/ �,I � OOVSIS LETT 6 C C 9 0 weal. _Ire. ..§ FETA Rab moo I 14 }I< ,6' }!! R� ( /��. 165 M IRIAM DART VDISTUFEMN.C. VVJ6NFRID LIL , 2,105 V1 MODEL#1200 erGuard Plus II 1 14 �.I� MODEL#1500 W�erGuard w/DuraSaffe�fe Heritage,Stratford,and Oak Summit 3000 in Short, 7�/16.3A Lon ,Flush,Ribbed and Oak Summit Panels @OLT RETADER �t PER ROWER SD DM IT W 011E a/M/D SBC-580-023 MEN 2 GALA.S1D1 TRACK 22X 0 SOUTHERN 151106 PINE B awn or AAE DATE a/npt .)D1•-Up(/-023 TRA°(TML7NESS.010' TRACK MOUNTING DETAIN FR ( s OR BETTER) BUM lOt2 L MIME PE 1G 114 CORA 9@T 1 OF 2 • WOOD JAMB ATTACHMENT TO STRUCTURE "L' B6/16. mamax r IAD lam mama r FROM Nm 11•91N•0.0.(1 I/O"oeen1)Aew �aa� HLT IOW S/.1sumo r HICK t. STt.a Emmert) AUT MEM wNoo /1.x 2-/4• t mKm r"Ac 1 1/4' O mr/wYIKET nion(19Raau)sir x 4''x! 5 r maDom nog 24 O.C.(2 1/2"Eme no/0 Lr--- 9,UCE TRACKS AT THIS LOCATwN w 4)1 4•-70 1RACKSPLICE BOLTS a NUTS 111•11.2"-LIIf Ex r 1001 SWIM iVMW i11a1 Din,WE Ba 0f 0402106(r MART)MART)N tt• 'I RNIB WTh(3)Vie CA.1-n/E• OG(1 1(r go LAC BOLTS 1ln y4 x 2-1/4'1112-0211 k EMS Swum r FROM Dote,LSE PARS OF IASIOFIO(S.DPMI) N 24 OL(1 1/4.ORRI ENI) Han Cmc WHOM i/B•x 1-We SWIM r mw ow no1 24.00.(1 1/4.0eemR) (ro.IDE FM1OIE S FOR HOARD,0-10 momII RADS ANO Mut MN E COUNTERIUNK TO Mo.=A rum 11a101OO RAWL R4ERWORal OF taro.Nm m Baa _ 0:4031LTE ..\.. Hollow` 11.02(..k � JAMB DA CACISTEEL'I TS AA )1/ 1•-xO TRACK 9RAZ BOLT a MUT � ' ►i - _ TRAO VS, 10 /ME 1vs-itst► —1-1- L-�,_Ki .IB 1 B 11 m. S'NR O I al A A TRACK CONFIGURATION FOR We UP TO 14'TALL DOORS I / _ TIRIOR a w JAMB BRACKET LOCATIONS MENT PLICE %Q( -_ EAa toe A F DOOR TRACK ATTACHS HEIGHT A B C D E F S IfV �b161E1®6ME trI r� j �Raoa1111111f11ll6" 10° 38" �� tper(® TDnwwr M4� au111 /. / ',a"', ITT >a MOTE x T 10" 38" 76" B MT AIL /I" /�r % ri-:= 1ROME Es` T 6" 10" 34" 58" 82" WEB I1)13 1/Rl �ji —_ c EIDE TO tom,w►x MO WWI Alt i `/ $. 10.. R. " 88 II 111 816" 10" 34" 58" 82" �R1 "�y 1 •. 9' 10" 34" 58" 82" 100" MAX SIZE s+Kxwno"e 4.0 ions 9'6" 10" 34" 58" 82" 106" Na. 10' 10" 34" 58" 82" 112" DESIOA LOADS : : * 1.All M Low mal M DOR s 1Rwlsmm lo M VERTICAL xRAOI +J0.4 PSF :ti 0 IRaI M TUCK M t>)b 6 1RAI9ESm r0 M VERTICAL was M Ha®u N1.R HEADER WIENER Mo Pa a a M LOAD 10'6" 10" 34" 58" 82" 106" 118" 50.4 PSF STATE OF 1 14401 $$. M DOOR. q z EACH worm_+wee WOMB 14AOxK1 OFsw LOADS a: TEST LOADS '.7•'':ROR{DP,: ,,,,, _„K, 11' 10” 34" 58" 82" 106" 124" +4s.B PSF >.aaaa uE""m'"`C"` 11Y�, "m"' 11'6" 10" 34" 58" 82" 106" 130" Aro xe.Ala o 1011.1x!5 Aa RT OEF m BY lt) -4s.e PSF II 4 rme lem OOaR�1a flw0 E n 0-(.at)1t1 11BaaR AIO M ;®b1-01��"°"'w"ETM°-'°KwvA1KU1a1w/ 12' 10" 34343434'":': 4" 58" $2" 106" 136"a rml(�Assn) oDOR ss.oe xHwl eE n aA(.514)1.1 0rIB1011 01D J,��'S�POI`O MLxnlm iV.R1 D-.a RLVANQA R1/ 126" 10" 34" 58" 82" 106" 130" 142"II: e aoaa rro t H�1 ao�r a(o Baas A+E ov 13' 10" 34" 58" 82" 106" 130 148" .ooaa vro 144.110 aper ff Esme Nor 1108 1(A11 a•�E. a s PPWrno 21 UcneAL 000115 awl R maty 1 A xEaKeKn PRacaciuR BARKER FOR IRV LOADS 13'6" 10 34" 58° 82" 106" 130" 154" E3 �T aim .ww x004101 a n0 iaia II 40x15$To oael 1dg101 I ' 14' 10" 34" 58" 82" 106" 130" 160" AHAFILCIN MODEL#1200 WeatherGuard Plus w/DuraSafe MODEL IP #1500 Weathe2Guard w/DurSafe MI JAMB BRACKET LOCATIONS Heritage,Stratford,and Oak Summit 3000 in Short, AVAILABLE AO(CONFIGURATIONS NAT BE NOVO UP m`/-I. MAO( Long,Flush,Ribbed and Oak Summit Panels N.T.S. 921 DWI tr MU ME 01/I4201 DIM NIEA B ace tr IAL ME a/npt SBC-580-023 OMR MOS LMEM PEIL NA OXEN SET 2 D' 2 Florida Product Approval HardiePanel® Siding • For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami-Dade County Florida NOA 17- 0406.06. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. • For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2686-17 or RIO-2689-17. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. 0 Hardie Panel®IZ o• Vertical Siding JamesHardie EFFECTIVE SEPTEMBER 2013 I INSTALLATION REQUIREMENTS RESIDENTIAL SINGLE FAMILY ONLY-PRIMED&COLORPLUS' PRODUCTS Visit yvww iameshardie,com for the most recent version. SMOOTH • CEDARMILL© • SELECT SIERRA 8 • STUCCO IMPORTANT:FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY,AFFECT SYSTEM PERFORMANCE,VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY.BEFORE INSTALLATION,CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ1 OT"t PRODUCTS OUTSIDE AN HZ1 O®LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION,VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343(866 9HARDIE) STORAGE & HANDLING: AS, CUTTING INSTRUCTIONS Store flat and keep dry and OUTDOORS INDOORS covered prior to installation.Installing 1.Position cutting station so that wind will blow dust away from user 1.Cut only using score and snap,or shears(manual,electric or pneumatic). sidingwet or saturated mayresult in and others in working area. 2.Position cutting station in well-ventilated area 2,We one of the following methods: shrinkage at butt joints.Carry planks a.Best: i.Score and snap on edge. Protect edges and corners ii.Shears(manual,electric or pneumatic) -NEVER use a power saw indoors b.Better i.Dust reducing circular saw equipped with a -NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark from breakage.James Hardie is not HardieBlade•saw blade and HEPA vacuum extraction -NEVER dry sweep-Use wet suppression or HEPA Vacuum responsible for damage caused c.Good: i.Dust reducing circular saw with a HardieBlade saw blade by improper storage and handling of (only use for low to moderate cutting) the product. Important Note:For maldmum protection(lowest respirable dust production),James Hardie recommends always using"Best"-level cutting methods where feasible. -••=7.-:-.----000. NIOSH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures.Additional exposure information is available at www.jameshardie.com to help you determine the most appropriate cutting method for your job requirements.If concern still exists about exposure levels or you do not comply with the above practices,you should always consult a qualified industrial hygienist or contact James Hardie for further information. axocv u5 GENERAL REQUIREMENTS: I • These instructions to be used for residential single family installations only.For Commercial/Multi-Family installation requirements go to www.JamesHardieCommerdal.com • HardiePanel®vertical siding can be installed over braced wood or steel studs spaced a maximum of 24"o.c.See genemal fastening requirements.Irregularities in framing and sheathing can mirror through the finished application.James Hardie recommends installing HardiePanel on a capillary break(rainscreen/furring)as a best practice. • Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www.jamehardie.com • A water-resistive barrier is required in accordance with local building code requirements.The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements.James Hardie will assume no responsibility for water infiltration.James Hardie does manufacture HardieWrap®Weather Barrier,a non-woven non-perforated housewrapl,which complies with building code requirements. • When installing James Hardie products all clearance details in figs.5,6,7,8,9,10&11 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes-typically a minimum of 6"in the first 10'. • Do not install James Hardie products,such that they may remain in contact with standing water. • HardiePanel vertical siding may be installed on vertical wall applications only. • DO NOT use HardiePanel vertical siding in Fascia or Trim applications. I • Some application are not suitable for ColorPlus.Refer to ColorPlus section page 3. • DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie®Products. • For larger projects,includin commercial and multi-family projects,where the span of the wall is significant in length,the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design.These values can be found in the Technical Bulletin #8"Expansion Characteristics"at www.JamesHardie.com. INSTALLATION: Joint Treatment Fastener Requirements • Vertical Joints-Install panels in moderate contact(fig.1),alternatively Position fasteners 3/8"from panel edges and no closer than joints may also be covered with battens,PVC or metal jointers or 2"away from corners.Do not nail into corners. caulked(Not applicable to ColorPlus•Finish)(fig.2). HardiePanel Vertical Siding Installation • Horizontal Joints-Provide Z-flashing at all horizontal joints(fig.3). • Framing must be provided at horizontal and vertical edges for nailing. Figure 2 Figure 3 • HardiePanel vertical siding must be joined on stud. water-eeietive barrier water-resistive barrier • Double stud may be required to maintain minimum edge 2 4 Mud vdater-resistive water-resistive nailing distances. , 10,7-211N... 2 x 4 stud barrier barrier m ,0„- — r upper panel 4,—upper panel Figure 1 stud ilt 1 �� i'. Do nor 1/4"gap Do not 1/4"gap water-resistive ' Caulk + Caulk barrier �.. f sheathing I l Batten Joint "H"Joint ~Z-flashing Z-flashing t HardiePanel I I decorative ` O vertical aiding water-resistive looms I I _ 2 x 4 stud r band board keep nails `` .•—lower I lower 3/8"min- , � I panel r panel from pone) Q ■ ■ edges o !ih Flgure 4 plate , leave appropriate gap between Recommendation:When �.��� �� panels,men caulk' installing Sierra 8,provide illitiCaulk Jointa double stud at panel moderate contact (Not applicabletoColorPlue Finish) jd o to avoid nailing keep fasteners 2" 'Apply caulk in accordance with caulk through grooves. 1 away from corners manufacturer's written application instructions. 'For additional information on HardieWrapTM Weather Barrier,consult James Hardie at 1-866-4Hardie or www.hardiewrap.com WARNING:AVOID BREATHING SILICA DUST James Hardie'products contain respirable crystalline silica,which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis,and has been linked with other diseases.Some studies suggest smoking may increase these risks. During installation or handling:(1)work in outdoor areas with ample ventilation;(2)use fiber cement shears for cutting or,where not feasible,use a HardieBlade"saw blade and dust-reducing circular saw attached to a HEPA vacuum; (3)warn others in the immediate area:(4)wear a property-fitted,NIOSH-approved dust mask or respirator(e.g.N-95)in accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures. During dean-up,use HEPA vacuums or wet cleanup methods-never dry sweep. For further information,refer to our installation instructions and Material Safety Data Sheet available at www.iameshardie.com or by calling 1-800-9HARDIE(1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS,MSDS,AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. SDC..OS HS1236-P1/3 1/13 jr.„-- 8. CLEARANCES Install siding and trim products in Maintain a minimum 1" Maintain a minimum 1"-2"clearance At the juncture of the roof and vertical Maintain a 1/4" compliance with local building code -2"clearance between between James Hardie products surfaces,flashing and counterflashing clearance between requirements for clearance between James Hardie® and decking material. shall be installed per the roofing the bottom of James q manufacturer's instructions.Provide a Hardie products and the bottom edge of the siding and products and paths, Figure 7 minimum 1"-2"clearance between horizontal flashing. the adjacent finished grade. steps and driveways. Ill the roofing and the bottom edge of the Do not caulk gap. [ .waier siding and trim. Refer to fig.3 on Figure 6 studdFigure 6 sidin\. resistive Figure 8 page 1. barrier sling ,!� ' P 1'-2'mindeck material 1" 2min -2" min —plate _ _ plate Pill \ iois=� flashing . ` I I ledger �- B II concrete I foundation Do not bridge floors with HardiePanel®siding.Horizontal mss"min KICKOUT FLASHING joints should always be created between floors(fig.10). Because of the volume of water that can pour down a sloped gap Water- Resistive 1111` ��I roof,one of the most critical flashing details occurs where a step Maintain a minimum 1" a Barrier J Framing roof intersects a sidewall. The roof must be flashed with between gutter end caps and Figure 10 .IP P flashing. Where the roof terminates,install a lockout to deflect siding&trim. Hor zontal FloonngFigure 9 ITmt� water away from the siding.Itis best to install a self adhering membrane on the wall before the subfascia and trim boards I.,= are nailed in place,and then come back to install the lockout. t Ip 7 Figure 11,Kickout Flashing To prevent water from siding -- MLIEdumping behind the siding and the end of the roof �y 1,Ir Sheathing '� intersection,install a"lockout"as required by IRC code f' 16. ' ►, R905.2.8.3:in. "...flashing shall be a min.of 4"high and 4" �iI ` fascia HardiePanel° wide."James Hardie recommends the kickout be angled III between 1000-110°to maximize water deflection gutter and end cap Figure 11 ,, 'Step flashing/�;/ '''"�� ` BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 "or larger such as dryer vents membrane/ O should have a block of trim around point of penetration. / y 1 $elf-adherinj GENERAL FASTENING REQUIREMENTS � eaVPS1aouteKickoutFasteners must be corrosion resistant,galvanized,or stainless steel.Electro galvanized areflashing acceptable but may exhibit premature corrosion.James Hardie recommends the use of quality, il ` Dnp edge hot-dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of ( II fasteners. Stainless steel fasteners are recommended when installing James Hardie products near Housewrap the ocean,large bodies of water,or in very humid climates. ' • Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. • NOTE:Published wind loads may not be applicable to all areas where Local Building Codes have PNEUMATIC FASTENING specific jurisdiction.Consult James Hardie Technical Services if you are unsure of applicable James Hardie products can be hand nailed or fastened with a compliance documentation. • Drive fasteners perpendicular to siding and framing. pneumatic tool.Pneumatic fastening is highly recommended. • Fastener heads should fit snug against siding(no air space).(fig.A) Set air pressure so that the fastener is driven snug with the • Do not over-drive nail heads or drive nails at an angle. surface of the siding.A flush mount attachment on the • If nail is countersunk,fill nail hole and add a nail.(fig.B) pneumatic tool is recommended. This will help control the • For wood framing,under driven nails should be hit flush to the plank with a hammer(for steel depth the nail is driven.If setting the nail depth proves difficult, framing,remove and replace nail). choose a setting that under drives the nail.(Drive under driven • NOTE:Whenever a structural member is present,HardiePlank should be fastened with even nails snug with a smooth faced hammer-Does not apply for spacing to the structural member.The tables allowing direct to OSB orplywood should only be installation to steel framing). used when traditional framing is not available. • Do not use aluminum fasteners,staples,or clipped head nails. Snug Flush `� (Lbi -`M` &Countersunk, 0 1IE? 0 fill add nail do not under oo NOT Figure A Figure B drive nails STAPLE HS1236-P2/3 8/13 CAULKING For best results use an Elastomenc Joint Sealant complying with ASTM C920 Grade NS,Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions.Note:OSI Quad as well as some other caulking manufacturers do not allow tooling. DO NOT caulk nail heads when using ColorPlus products,refer to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk,paint or prime all field cut edges. DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie®Products.James Hardie products James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprimed.100%acrylic topcoats are to touch-up ColorPlus products. recommended.Do not paint when wet.For application rates refer to paint manufacturers specifications. Back-rolling is recommended if the siding is sprayed. COLORPLUS®TECHNOLOGY CAULKING,TOUCH-UP& LAMINATE I • Care should be taken when handling and cutting James Hardie®ColorPlus®products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product,then rinse with a garden hose. •Touch up nicks,scrapes and nail heads using the ColorPlus®Technology touch-up applicator.Touch-up should be used sparingly. If large areas require touch-up,replace the damaged area with new HardiePanel®siding with ColorPlus Technology. •Laminate sheet must be removed immediately after installation of each course. •Terminate non-factory cut edges into trim where possible,and caulk.Color matched caulks are available from your ColorPlus®product dealer. •Treat all other non-factory cut edges using the ColorPlus Technology edge coaters,available from your ColorPlus product dealer. Note:James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up,will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: •Exposed fasteners or battens is the recommended application for ColorPlus panel products •Do not use touch-up over fastener heads for smooth ColorPlus products -primed panel recommended •For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only,but correct touch-up application is important.Some colors may show touch-up when applied over fasteners.Trim is recommended to cover joints when appropriate. PAINTING JAMES HARDIE' SIDING AND TRIM PRODUCTS WITH COLORPLUS®TECHNOLOGY When repainting ColorPlus products,James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean,dry,and free of any dust,dirt,or mildew • Repriming is normally not necessary • 100%acrylic topcoats are recommended • DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie®Products •Apply finish coat in accordance with paint manufacturers written instructions regarding coverage,application methods,and application temperature RECOGNITION:In accordance with ICC-ES Evaluation Report ESR-1844,HardiePanel®vertical siding is recognized as a suitable alternate to that specified in:the 2006.2009,&2012 International Residential Code for One-and Two-Family Dwellings and the 2006,2009.&2012 International Building Code.HardiePanel vertical siding is also recognized for application in the following:City of Los Angeles Research Report No.24862,State of Florida listing FL#889.Dade County.Florida NOA No.02-0729.02,U.S.Dept.of HUD Materials Release 1263c,Texas Department of Insurance Product Evaluation EC-23,City of New Yak MEA 223-93-M,and California DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. ©2013 James Hardie Building Products. All rights reserved. TM,SM,and®denote trademarks or registered trademarks of Additional Installation Information, James HardieTechnology Limited ,:is a registered Warranties,and Warnings are available at JamesHardIe trademark of James Hardie Technology Limited. www.jameshardie.com HS1236-P3/3 6/13 NEMO I etc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALUATION REPORT GAF Evaluation Report 01506.01.08-R25 1 Campus Drive FL10124-R23 Parsippany, NJ 07054 Date of Issuance:01/03/2008 (800)766-3411 Revision 25:08/16/2019 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E.for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1/R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO l etc. requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMOIetc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. `,,�,`i1r ,,, Prepared by: ;;.,, t Robert J.M. Nieminen P.E. T: �?f The facsimile seal appearing was authorized by Robert � ��'.;�5:'•� '' r' Nieminen,P.E.on 08/16/2019. This does not serve as an Florida Registration No.59166,Florida DCA ANE1983 ::. `"' electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO'etc. does not have, nor does it intend to acquire, or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO;etc.is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO etc.nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. ©2018,NEMO ETC,LLC NEMO I etc. ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Ch Edition (2017) Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.4,R905.2.3 Physical Properties ASTM D1970 2015 1507.2.5,R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2011 1507.2.7.1,R905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: Entity Examination Reference Date PRI (TST 5878) Physical Properties GAF-025-02-01 03/27/2002 PRI(TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRI (TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005 PRI(TST 5878) Physical Properties GAF-324-02-01 12/01/2011 PRI (TST 5878) ASTM D1970(QuickStart) GAF-340-02-01 03/13/2012 PRI (TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013 PRI(TST 5878) Wind Driven Rain GAF-895-02-01 11/20/2018 PRI (TST 5878) Wind Driven Rain GAF-896-02-01 11/20/2018 PRI(TST 5878) ASTM D3462 GAF-897-02-01 11/08/2018 PRI (TST 5878) ASTM D3462 GAF-898-02-01 11/08/2018 PRI(TST 5878) ASTM D3462 GAF-899-02-01 11/15/2018 UL(TST 1740) ASTM D3462 93NK6295 11/29/1993 UL(TST 1740) ASTM D3462 99NK43835 01/12/2000 UL(TST 1740) TAS 107 94NK9632 03/29/2000 UL(TST 1740) ASTM D3462 01NK06632 02/02/2001 UL(TST 1740) ASTM D3161,TAS 107 01NK9226 05/21/2001 UL(TST 1740) ASTM D3161 01NK37122 12/18/2001 UL(TST 1740) ASTM D3462 01NK37122 12/19/2001 UL(TST 1740) ASTM D3161,TAS 107 02NK12980 04/10/2002 UL(TST 1740) ASTM D3161,TAS 107 02NK30871 09/09/2002 UL(TST 1740) ASTM D3161 03CA5367 03/11/2003 UL(TST 1740) ASTM D3462 03NK26444 10/17/2003 UL(TST 1740) ASTM D3462 04NK13850 06/07/2004 UL(TST 1740) ASTM D3161 04NK13850 06/23/2004 UL(TST 1740) ASTM D3161 04NK30546 03/10/2005 UL(TST 1740) ASTM D3462 04NK22009 05/06/2005 UL(TST 1740) ASTM D3161 04NK22009 05/09/2005 UL(TST 1740) ASTM D3462 05NK27924 02/10/2006 UL(TST 1740) ASTM D3161 05NK27924 02/11/2006 UL(TST 1740) ASTM D3161,D3462 06CA18077 06/05/2006 UL(TST 1740) ASTM D3161,D3462 06CA18074 06/16/2006 UL(TST 1740) ASTM D3161,D3462 06CA35251 10/18/2006 UL(TST 1740) ASTM D3462 06CA31603 12/01/2006 UL(TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006 UL(TST 1740) ASTM D3161 07NK05228 03/13/2007 NEMO ETC,LLC Evaluation Report 01506.01.08-R25 Certificate of Authorization#32455 6TH EDITION(2017)FRC NON-HVHZ EVALUATION FL10124-R23 GAF Asphalt Roof Shingles Revision 25:08/14/2019 Page 2 of 6 ONEMoIetc. Entity Examination Reference Date UL(TST 1740) ASTM D3161 06CA31611 04/04/2007 UL(TST 1740) ASTM D3161 06CA61148 04/09/2007 UL(TST 1740) ASTM D3161,D3462 07CA31742 11/08/2007 UL(TST 1740) ASTM D3161,D7158,D3462 08CA06100 03/13/2008 UL,LLC.(TST 9628) ASTM D3161 4788698165 03/24/2008 UL(TST 1740) ASTM D3161,D3462 07CA55908 04/01/2008 UL(TST 1740) ASTM D3161,D3462 09CA10592 03/26/2009 UL(TST 1740) ASTM D3161,D3462 09CA06856 05/15/2009 UL(TST 1740) ASTM D3161,D7158,D3462 09NK06647 08/01/2009 UL(TST 1740) ASTM D3161,D7158,D3462 09CA27281 08/27/2009 UL(TST 1740) ASTM D3161,D7158,D3462 10CA35554 03/05/2010 UL(TST 1740) ASTM D3161,D7158,D3462 10CA13686 05/15/2010 UL(TST 1740) ASTM D3462 10CA07264 05/27/2010 UL(TST 1740) ASTM D3462 10CA11953 10/29/2010 UL(TST 1740) ASTM D3161,D7158,D3462 10NK11951 10/30/2010 UL(TST 1740) ASTM 03161,D7158,D3462 10NK12070 11/04/2010 UL(TST 1740) ASTM 03161,D7158,D3462 08CA06100 01/30/2010 UL(TST 1740) ASTM D3161,D7158,D3462 10CA53934 03/31/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48924 10/22/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA47919 12/03/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48408 12/08/2011 UL(TST 1740) ASTM 03161,D7158,D3462 11CA48725 12/09/2011 UL,LLC.(TST 9628) ASTM D3462 12CA34891 10/12/2012 UL,LLC.(TST 9628) ASTM 03161,D7158,D3462 12CA58151 02/15/2013 UL,LLC.(TST 9628) ASTM D3161 12CA38083 02/26/2013 UL,LLC.(TST 9628) ASTM D3161 13CA32332 06/18/2013 UL,LLC.(TST 9628) ASTM D3161 13CA37934 08/02/2013 UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 4786875675 07/17/2015 UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 4787434542 05/17/2016 UL,LLC.(TST 9628) ASTM D3161,D7158,03462 4788717529 09/09/2016 UL,LLC.(TST 9628) ASTM D3161 4788669132 12/13/2018 UL,LLC.(TST 9628) ASTM 03161 4788891098 02/14/2019 UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 4788932264 08/16/2019 UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 4789115488 08/16/2019 UL,LLC.(QUA 9625) Quality Control Service Confirmation 10/18/2018 4. PRODUCT DESCRIPTION: 4.1 ACCESSORY STARTER STRIPS: 4.1.1 Pro-Start® Eave/Rake Starter Strip Shingles and WeatherBlockerTM Premium Eave/Rake Starter Strip Shingles are starter strips for asphalt roof shingles. Meets ASTM D3462. 4.1.2 QuickStart® Peel &Stick Starter Roll is a is a mineral-surfaced,fiberglass-reinforced, self-adhering SBS modified bitumen starter strip, nominal 9-inch x 33 ft roll, for use with asphalt shingles with exposure of 6-inch or less. Meets ASTM 01970. 4.1.3 StarterMatch'Starter Strip Shingles are color-coordinated starter strips for use with Grand Canyon® and Grand Sequoia®series asphalt shingles. StarterMatchT""are installed as the second starter for Grand Canyon®and Grand Sequoia®series installations. Meets ASTM D3462. NEMO ETC,LLC Evaluation Report 01506.01.08-R25 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10124-R23 GAF Asphalt Roof Shingles Revision 25:08/14/2019 Page 3 of 6 ONEMO I etc. 4.2 ASPHALT SHINGLES: 4.2.1 Marquis WeatherMax®,Royal Sovereign®and Sentinel®are a fiberglass reinforced 3-tab asphalt roof shingles. 4.2.2 Camelot®, Camelot® II, Fortitude', Glenwood'', Grand Canyon®, Grand Sequoia®, Grand Sequoia® IR, Grand Sequoia® ArmorShield""', Grand Sequoia® AS, Sienna®, Timberline® American Harvest®, Timberline® AH, Timberline® ArmorShield"' II, Timberline® AS, Timberline® Natural Shadow®, Timberline® NS, Timberline® HD, Timberline® HDZTM', Timberline® Cool Series, Timberline® CS, Timberline® Ultra HD, Timberline® UHD and Woodland®are fiberglass reinforced, laminated asphalt roof shingles. 4.2.3 Slateline®is a fiberglass reinforced 5-tab asphalt roof shingle. 4.3 HIP&RIDGE SHINGLES: 4.3.1 Seal-A-Ridge® Protective Ridge Cap Shingles, Seal-A-Ridge® ArmorShieldTM, Seal-A-Ridge® AS and Timbertex® Premium Ridge Cap Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 The GAF asphalt shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161,Class F and/or ASTM D7158,Class H, indicating the shingles are acceptable for use in all wind zones up to Vasa=150 mph(V,,,t=194 mph). Refer to Section 6 for installation requirements to meet this wind rating. Note: Classification by ASTM D7158 applies only to exposure category B or C, as defined in FBC 1609.4.3, and a mean roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.2 The GAF hip & ridge shingles noted in Section 4.3 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161,Class F,indicating the shingles are acceptable for use in all wind zones up to Vasd=150 mph(Vast=194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 GENERAL: 6.1.1 Roof deck,slope, underlayment and fasteners shall comply with FBC 1507.2/R905.2 and the shingle manufacturer's minimum requirements. 6.1.2 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3,per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.1.3 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.1.4 GAF asphalt shingles are acceptable for use in reroof(tear-off)or recover applications,subject to the limitations set forth in FBC Section 1511 or R908 and GAF published installation instructions. 6.2 STARTER SHINGLES OR STARTER STRIP: 6.2.1 Installation of Pro-Start® Eave/Rake Starter Strip Shingles, WeatherBlocker1M Premium Eave/Rake Starter Strip Shingles and QuickStart® Peel&Stick Starter Roll shall comply with the GAF current published instructions. NEMO ETC,LLC Evaluation Report 01506.01.08-R25 Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL10124-R23 GAF Asphalt Roof Shingles Revision 25:08/14/2019 Page 4 of 6 ( ) NEMoIetc. 6.3 ASPHALT SHINGLES: 6.3.1 Installation of asphalt shingles shall comply with the GAF current published instructions, using minimum four(4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6,with the following exceptions: ' Camelot®, Camelot® II,Grand Canyon®,Grand Sequoia®,Grand Sequoia® IR,Grand Sequoia®ArmorShieldTM, and Woodland®require minimum five(5)nails per shingle. ➢ Slateline® requires minimum six(6)nails per shingle. 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.2.1 Fastening for Timberline® HDZTM;slopes 2:12 up to 21:12 39-3/8'(1m) I11-5l8'-14-5/8'(295mm-372mm) 11-5;6" 14-5/8'(295mm 372mm) r 112'-2-1/2'(13mm-&/mmI 1;2"-2-112'(13mm-64mm) 13-1/4' NAIL ZONE 1137mm1 I— Q o ZONA OBJETIVO DE CLAVADO T 1 5-13/16'"7-5/8'(148mm-194mm) 6 7/8" (174 mm. STANDARD NAILING PATTERN: Nail shingles approximately 6 7/8'(174 mm)from bottom of shingle,in nailing area,as shown.Nails must not be exposed.Not for use on Mansard roofs(21:12 slope and above). 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the GAF for details. 6.3.3.1 Fastening for Timberline® HDZTM;slopes greater than 21:12 39-3/8"(1m) 14-1?-17-12 1368mn-445mm) 14.1?-17-12'1366mm-445mm) 6-1?-41?(165mm-241mm) 6.1?-9-1?(165mm-241mm1 f 1?-2-1?(13mm-64mm1 l?-2-1?113mm-64mml A 13-1/4" 1 i___ G 0 . . . 1-5-13/16'-6"1/4'(148mm-159mm) .337mm, ENHANCED NAILING PATTERN:' These shingles MUST be nailed a nominal 6'(152 mm)from bottom of shingle,above the cut-outs,as shown.Nails must not be exposed. NEMO ETC,LLC Evaluation Report 01506.01.08-R25 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10124-R23 GAF Asphalt Roof Shingles Revision 25:08/14/2019 Page 5 of 6 ( 1) NEMoIetc. 6.4 HIP&RIDGE SHINGLES: 6.4.1 Installation of Seal-A-Ridge® Protective Ridge 11.5• Sealant Cap Shingles, Seal-A-Ridge® ArmorShieldTM and 1' (292 mm) 1• nte (25 mm) (251. Endusellait d'etancheite Seal-A-Ridge® AS shall comply with the GAF MI current published instructions with a minimum two(2)nails,minimum 3/8-inch head diameter, , per shingle and nominal 0.25-inch diameter beads of Henkel "Loctite PL S30 Roof&Flashing • • Sealant". 12' (305 mm) Nail Clavo 6 5/8•-7 5/8• Clouer (168-194mm) I 12• (305 mm) 6.4.2 Installation of Timbertex® Premium Ridge Cap 11.5• Sealant Shingles shall comply with GAF current -v (292mm) 1• Sellante (25 mm) (25 mml Enduit d'AtanchiitB published instructions with a minimum two (2) I--1 1—'1 • nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn "NP1 GunII Grade Polyurethane Sealant" or Henkel "PL • • Roofing and Flashing Sealant". Nail Clavo 12' Clouer (305 mm) i , 12' (305 mm) 6.4.3 Fasteners shall be in accordance with GAF published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1/R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409;karen.buchmann@ul.com - END OF EVALUATION REPORT- NEMO ETC,LLC Evaluation Report 01506.01.08-R25 Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL10124-R23 GAF Asphalt Roof Shingles Revision 25:08/14/2019 Page 6 of 6 MIAMI•DADE COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) WI% .miamidade.son/ccononn GAF 1 Campus Drive Parsippany,NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Timberline Ultra HD® Shingles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 14-1022.21 and consists of pages 1 through 5. The submitted documentation was reviewed by Freddy Semino 111 NOA No.: 18-0123.07 MIAMIFDADE COUNTY Expiration Date:04/22/23 APPROVED Approval Date:03/22/18 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Cateaorv: Roofing Sub-Cateeorv: Asphalt Shingles Materials: Laminate Deck Tyne: Wood SCOPE This approves GAF Timberline Ultra HD®Shingles as manufactured by GAF described in Section 2 of this Notice of Acceptance. PRODUCT DESCRIPTION Product Dimensions Test Product Description Specifications GAF Timberline Ultra HD® 13'/4"x 393/s" TAS 110 Fiberglas reinforced heavy weight asphalt roof Manufacturing shingle,with a laminate profile. Locations#1,2,3. MANUFACTURING LOCATION 1. Michigan City,IN 2. Myerstown,PA 3. Tuscaloosa,AL EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Renort Date Underwriters Laboratories,Inc. ASTM D 3462 4788201324 01/02/17 ASTM D 3462 4788201324 01/04/17 ASTM D 3462 4788201324 12/20/17 TAS 107 02NK41811 11/11/02 TAS 107 03CA35209 10/17/03 TAS 107 05CA42840 11/11/05 TAS 107 06CA10139 09/13/06 PRI Asphalt Technologies,Inc. TAS 100 GAF-046-02-01 04/05/04 TAS 100 GAF-103-02-01 11/16/05 ASTM D 3462 GAF-103-02-02 11/16/05 LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Shall not be installed on roof mean heights in excess of 33 ft. 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G2O-3 of the Florida Administrative Code. INSTALLATION NOA No.: 18-0123.07 MIAMFOADE COUNTY Expiration Date:04/22/23 APPROVED Approval Date:03/22/18 Page 2 of 5 1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 2. Flashing shall be in accordance with Roofing Application Standard RAS 115 3. The manufacturer shall provide clearly written application instructions. 4. Exposure and course layout shall be in compliance with Detail'A',attached. 5. Nailing shall be in compliance with Detail'B',attached. LABELING Shingles shall bear the imprint or identifiable marking of the manufacturer's name or logo,city and state of manufacturing facility,and following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY APPROVED BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this material. NOA No.: 18-0123.07 MIAMI-DADE COUNTY Expiration Date: 04/22/23 APPROVED Approval Date:03/22/18 Page 3 of 5 DETAIL A COURSE LAYOUT DECK FULL 5th 17"OFF 4th 11"OFF 3rd 6"OFF 2nd i FULL 1st 5-5/8"Exposure i NOA No.: 18-0123.07 MIAMI DADE COUNTY Expiration Date:04/22/23 APPROVED Approval Date: 03/22/18 Page 4 of 5 DETAIL B—13-1/4"X 39-3/8" OVERALL DIMENSIONS AND NAILING PATTERN 39-3/8" Release Tape 6 fasteners 72' 72 — 1 134' 5 '-6-a 5-5/8" Front Side (Maximum Slope 21:12) Tab Sealant 1" 3/8" 1/2" Back Side GAF TIMBERLINE ULTRA HD® END OF THIS ACCEPTANCE NOA No.: 18-0123.07 MIAMI-CAFE COUNTY Expiration Date:04/22/23 APPROVED Approval Date:03/22/18 Page 5 of 5 OOR ■ WIND AC U E S ASSOCIATION Hallmark® Certificate of 4CAMS, INC. • tranvWDMA Conformance and License (CCL) :ldmmiSy,tcmci .Inc.agcrocnt . n • Pella Corporation Mfr ID: 411 102 Main Street For more Information visit www.amscert.com Pella, IA 50219 Website: www.pella.com TEL: 641-621-6096 Product No. Product Name Standard Rating Wide High Test Report# CertDate ExpDate 411-H-1335.31 Pella Clad Inswing Full Light Entry Door ASTM E-330-02 SHED+/-50 37.500in 97.750in TCT006600P.12S 3/14/2019 5/18/2021 rev001 411-H-1335.51 Pella Wood Inswing Full Light Entry Door ASTM E-330-02 SHED+/-50 37.500in 97.750in TCT006600P.3S.Rev 4/1/2019 5/20/2021 3 WDMA and AMS HEREBY CERTIFY that the aforesaid Company ("Licensee"), � J at its participating manufacturing plant(s), is licensed to use the WDMA By: M /I John_licFee, TP of Certification Programs, TTD_1Ld Hallmark Registered Hallmark on product lines that have been manufactured in /' accordance with the indicated standards. It is further certified that the plant(s), / / facilities, quality control procedures, methods, and processes of Licensee have '"' ' By: ._ s.., . ;1,rl- Lucas L. Wenzel,Authorized Representative, AMS ' been inspected, and are subject to regular follow-up inspection and test. It is further certified that samples of the product set forth above were tested and Program Sponsor Program Administrator found to comply with the standards. Window and Door Manufacturers Assoc Administrative Management Systems, Inc. 330 N.Wabash Avenue, Suite 2000 PO Box 730,205 West Main Chicago, IL 60611 Sackets Harbor, NY 13685 TEL(312)673-4828 www.wdma.com TEL(315)646-2234 staff©amscert.com WD-20 5/26/2016 JGK Thursday, April 11, 2019 Page 1 uit auwn e.. ERNTAATE Aki.. ATE 8 R1.51)6- USLU611ONOTE NMAX. FRAME WIDTH (Arm•.�i •" ALL ALTERNATE ANCHORS IN THEIR SPECIFIED SUBSTRATES HAVE BEEN ANALYZED IN PER FLORIDA APPROVAL A1°T_,. MTL ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND TO BE EQUIVALENT (N.T.E. 43 1/21 ,ovum TO OR STRONGER THAN THE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. -O© e 3 : a INSTALLATION EVALUATION S BASED ON APPLICABLE ANCHOR STANDARDS AND/OR INFORMATION& J!(QIF;ALL ELEVATIONS NAL FIN RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIDA BUILDING CODE VERSION CONSIDERED WIN SHOWN HERE-IN ARE I 5 THE EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION. IN THE EVENT OF CODE FOR USE IN DETAILING ` / VERSION CHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADD7110NAL TESTING IS COMPLETED ON THE REFERENCED PRODUCT,PRIOR TO STATING CODE COMPUANCE WITH THE STATE,THE MANUFACTURER THE INSTALLATION OF 4 / 8" MAX. SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS THE DOORS ONLY. • SPECIFIED HERE-IN ARE CURRENT WITH THE THEN CURRENT TESTING.CODE AND APPUCABLE STANDARDS. TYPE, SHAPE & i I 1 FRAME ANCHOR REQUIREMENTS TABLE CONDITIONS RELATNE TO THE DOOR PANELS G r�VI, �INDMDUAL FRAME OPENING TYPE FRAME/CUP/HINGE/STRIKE TO MINIMUM MINIMUM & DOOR FRAMES SHALL 8 / IJ 0 SCREW WHERE SHOWN. i 2 0 (SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE DIST. BE GOVERNED BY THE SEE "FRAME ANCHOR a g DOORS PRODUCT n FIN FASTENER WITHIN FRAME SCREWS \ REQUIREMENTS TABLE" APPROVAL& SHALL BE n OF CORNERS & 5" • 131 MIN.2X_W R. FRAME OR BUCK oM 2" ON THIS SHEET FOR " (MN.GR.3&G�O.55) NO. 10 Sus OR WOOD SCREW /4 3/4" AS CERTIFIED 8Y THE 4i TO 7" MAX. O.C. SEE REQUIREMENTS (ONLY MIN. 18 GIA 33 K51 METAL STUD NO. 10 GR.5 SELF TAP/DRILL SCREW FULL 1/2" APPUCABLE 'FRAME ANCHOR • REO'0 WITH NAIL FIN CERTIFICATION ENTITY. z REQUIREMENTS TABLE" MIN. 1/8"THK A36 STEEL NO. 10 GR.5 SELF TAP/DRILL SCREW FULL 1/2' MOUNT CONDITION) w MIN. 1/8"THK 6063-15 ALUM, NO. 10 CR.5 SELF TAP/DRILL SCREW FULL 1/2" g i ON THIS SHEET FORz C-90 CMU/2500 PSI CONCRETE (t) 1/4"CONCRETE SCREW 1 1/4" 2" REQUIREMENTS. a¢ z (2)INSTALLATION CUP SCREWS (STANDARD BENT CONDITION) HINGE REQUIREMENTS 0_ n$ o Lo„o MIN.2X4 WOOD FRAME OR BUCKMAX. FRAME QUANTITY / rOzsl o (YIN.OR.3&0-0.55) NO.8 X 1 1/2"SMS 1 3/6' (2)N/4 HEIGHT PER PANEL a , / L w 0 Mi I ga- MIN. 1/8"THK A36 STEEL NO.B GR.5 SELF TAP/DRILL SCREW FULL (21 N/A OVER 85 3/4" 4 g \ m O za_N MIN. 1/8'THE 6063-15 ALUM. NO.B CR.5 SELF TAP/DRILL SCREW FULL (2)N/A 85 3/4" 3 e , \ • E C2 g`° z INSTALLATION CUP SCREWS (ALTERNATE STRAIGHT CONDITION) ��g Na a NAI MIN.256 WOOD FRAME OR BUCK a STRIKE SCREWS INTO W; a (MIN.GR.3&G-0.55) NO.8 X 1 1/2"Sus 1 3/8" 3/4" EDGE DISTANCE MAY BE 0 SUBSTRATE (2 PER MIN. 18 GA. 33 KSI METAL STUD NO.8 GR.5 SELF TAP/DRILL SCREW FULL 1/2" DECREASED TO 1/2" IF ` \ STRIKE PLATE). SEE 0 SCREWS ARE ANGLED 15 \ N) • "FRAME ANCHOR li MIN. 1/B"THK AS6 STEEL NO.B GR.5 SELF TAP/DRILL SCREW NLL 1/2' TO 20 DEGREES AWAY w HINGE SCREW INTO REQUIREMENTS TABLE" Y MIN. 1/8'THK 6063-15 ALUM. NO.8 GR.5 SELF TAP/DRILL SCREW FULL 1/2" FROM THE EDGE. SUBSTRATE (1 PER ON THIS SHEET FOR HINGE & SINGLE DOOR STRIKE SCREWS HINGE). SEE "FRAME SCREW REQUIREMENTS ^�2 (3)MIN.(MIN. C.WOOD FRAME-0.55)�K NO.8 SUS OR WOOD SCREW 1 1/4" 3/4' TABIE"ANCHORONETHISESHEL-f •TS (LATCH; DEAD BOLT ��,, i m STRIKES. AIN. TB GA. 33 KSI METAL STUD NO.8 GR.5 SELF TAP/DRILL SCREW FULL 1/2" 1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. FOR SCREW \ 1z 'd.,o ADN. 1/8"THE A36 STEEL NO.8 GR.5 SELF TAP/DRILL SCREW FULL 1/2" SPECIFIED ANCHOR ENDED To BASE MATERIAL SHAT BE BEYOND WALL • /REQUIREMENTS. � • 00 i� -� CO MIN. 1/r THK 6063-T5 ALUM. NO.8 GR.5 SELF TAP DRILL SCREW FULL 1 2' FINISH E I GS.STUBU. _ / / / t OPENINGS,BUCKWG&BUCKING FASTENERS RUST BE PROPERLY C-90 CMU/2500 PSI CONCRETE (1)3/16"CONCRETE SCREW 1 1/4" 2• DESK✓NED A INSTALLED TO TRANSFER WAD LOADS TO THE STRUCTURE \ •y(5 7W, $eX 3, THESE NON-IMPACT RATED PRODUCT ASULIATONS ARE A DOUBLE DOOR STRIKE SCREWS ACCORDANCE WITH AND MEET THE REDUAEAENTS OF THE FLORIDA ��xn a 44? MIN.2E_WOOD FRAME OR BUCK 4. ALBUILDING CH (FBc). • w j .i� n 4. ALL AFCHORS RAMINGS PRODUCT FRAMES TO PRESSURE TREATED J (YIN.CR.3&G-0.55) NO. 12 SMS OR WOOD SCREW 1 1/4' 3/4' DUCKS oR w000 INISH ORSTUD IT NOTG MITEO TO A THE WAND. W 5-Y / / s wTERAIs.INglA)Ac Bur Nm uYITED m sTEE1 scREws.THAT to$ffi' MIN. 1/8""Rik A36 STEEL NO. 12 GR.5 SELF TAP/DRILL SCREW FULL 1/2" COME INTO CONTACT WIN OTHER DISSIMILAR INTERNES S ALL MEET THE INTERIOR ELEVATION, ,'Y' REDUBEMENTS OF FLORIDA BIRDRNC CODE CIAPTER 20. u =3 U n a MIN. 1/8"THE 6063-T5 ALUM. NO. 12 GR.5 SELF TAP/DRILL SCREW FULL 1/2" D. TD THE BEST OF OUR KNOWLEDGE THE PRODUCT SHOWN HERON 5 SINGLE DOOR WITH DEADBOLT LOCKING SYTEIII( �L��// C-90 CMU 2500 PSI CONCRETE (1) 1/4"CONCRETE SCREW 1 1 4' CERTIFIED•DUALITY ASSURED BY A FLORIDA STATE APPROVED `‘• , / / / 2• CERTIFICATION/OA ENTITY&SHALL BE LABELED IN ACCORDANCE WON THE SCALE: 3/4" = 1'-O" `�\ P SIE a,� /�'°. cS 3'�( (4) NAILING FIN FASTENERS FEC AND THE FLORIDA DEPARTMENT OF BUSINESS&PROFESSIONAL (NAIL FIN MOUNT CONDITION) J?f'' •••" •"*%49r `'. REGULATION SPECIFICATIONS. PRODUCT ASSEMOLY IS NOT PART OF THIS �� �• w MIN. 2X4 WOOD FRAME OR BUCK ORAWAG AND SHALL RE A ACCORDANCE WITH THE WWUFACrURER'S �•{ a NO.8 X 1 1/2"SMS 1 3/8" 1/2" �`y`' �j d�1 '% (MIN. GR.3&00.55) 7. C ASSUPANCE SPECIFICATKINS h NESTING REPORTS ALLOWABLE DESIGN PRESSURE 1Yi Ib` oS ' - N� MRI. 204 WOOD FRAME OR BUCK 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE ::c.) O2 r N 11 GA. ROOFING Nal_ 1 3/B" )/2• CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY: 1)PRODUCT 5 (SINGLE DOOR) =OD.2 a o = 3 � (AIN.GR.3&6.0.55) RIOTALLEO WIT OUT A BURJXNG PERYR TROY TIRE APPLICABLE LOCAL. BALDING DEPARTMENT 2)PRODUCT IS INSTALLED WY ANYONE OTHER SEE FLORIDA APPROVAL �; u o a j o; p R,4 MIN. I/8"THE A36 STEEL NO.B CR.5 SELF TAP/DRILL SCREW FULL 1/2" TAN A LICENSED CONTRACTOR 9OPERIENCED WITH INSTALLATIONS OF THIS I Z yh` ,w MIN. 1/8"THE 6063-T5 ALUM. NO.B CR.5 SELF TAP/DRILL SCREW FULL 1/2' TYPE OF PRODUCT. 3)IF CHANGES HAVE OCCURRED TO THE PRooucTs ��yJl ..•.f, (1)CONCRETE SCREWS SHALL BE ELCO ULTRACONS,ELCO CRETE-FLEX, (TW RA1 SET RED CERTIFICATION ENTTYS CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO /b `C e���` c� w BE(2)HEAD T CONS BENT OCR HILT%MVIK-CON SCREWS(HARDENED SHALLENBEEELPOSOR S.S.).D V 1/4"OF THE a THEIN EIS LEAST PRODUCTS PRESSURE SPECIFIED EITHER ROL a THE INSTALLED DRDRAAWm OR ORRECT OR INCONSSTENT WEIN WHAT HAS BEEN TESTED. ,'J�/T1FI1 p�O, ; BUCK/SUBSTRATE EDGE AND,IF INTO WOOD,ANGLED 20 TO 30 DEGREES INTO THE BUCK. PRODUCT. (3)2X_BUCKS SHALL BE OFA MINIMUM DEPTH REQUIRED TO MEET ANCHOR EDGE DISTANCE A THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER THESE DRAWINGS ARE ASVLIEABLE ONLY To TN[-¢ROD11C/ DRAWING NO. REV. PROOFING OF THE INSTALLED PRODUCT S NOT PART OF THIS INSTALLATION SPECIFIED.THEY MAY NOT RE USED FOR THE ASSEMBLY 1 774 B REQUIREMENTS BUT NO LESS THAN 4 1/2"(254). CERTIFICATION. THAT RESPONSIBRfTY SHALL BE THAT OF THE ANo/oR INSTALLATION OF ANY OTHER PRODUCT NOR MAY WITH THE NAIL FIN,THEY MUST BE A WAFFLE HEAD SCREW OR MANUFACTURER B/OAR INSTALLER. THEY BE USED FOR RATIONAL AND/OR LOCAL APPROVAL SHEET NO. (4)WHEN SCREWS ARE USED OF ANY PRODUCT NOT PRODUCED BY THE MANUFACTURER HAVE A FLAT WASHER AT THE SCREW HEAD. GTATED ON THESE ORWNGS 8 DAWN NC OIECIEED 8, MAX. FRAME WIDTH PLOY:.11 DIM PER FLORIDA APPROVAL - MAX. FRAME WIDTH (N.T.E. 43 1/2") PER FLORIDA APPROVAL 3 6" MAX. 18" MAX. O.C. 6" MAX. (N.T.E. 43 1/2") Aft I �-.- ---- v-- -.� O© 0 L. / 6" MAX. I , I I� _ _ �I • 4 / B" MAX. v I. v I ® � v / D1 v`INDIVIDUAL FRAME SCREW WHERE 1.111 •I SHOWN. SEE "FRAME ANCHOR n NAIL FIN OR : REQUIREMENTS TABLE"ON SHEET 1 n FIN FASTENER WITHIN BRICKMOLD AND THEIR . n ` 2" OF CORNERS & 5" FOR REQUIREMENTS (ONLY REQ'D °' ANCHORS IS OPTIONAL 0, WITH NAIL FIN MOUNT CONDITION) vi I & SHALL NOT ACT AS w TO 7" MAX. O.C. SEE w ,_ FRAME ANCHOR b A SUBSTITUTE FOR v REQUIREMENTS TABLE" Wu) THE FRAME ANCHORS I FRAME SCREWS OR STRIKE SCREWS INTO SUBSTRATE SPECIFIED. NAIL FINON SHEET 1 FOR CL EC o ��, a I INSTALLATION CUPS WHERE ¢ _ . (1 PER STRIKE PLATE). SEE rn F w�o > OR BRICKMOLD MAY > REQUIREMENTS. S F.5 c8 o o SHOWN. SEE "FRAME o "FRAME ANCHOR REQUIREMENTS § I-o ce BE REMOVED WHEN ' o �w o ,ntn as Ud I" REQUIRED BY OPENING '- TABLE" EN FOR °� TABLE" ON SHEET 1 FOR SCREW W a� Zg / REQUIREMENTS LATCH & DEAD v CONDITIONS I ( m O 11".. I REQUIREMENTS. g • / BOLT STRIKES). M c" /S tO o I I 0 4g '8,7,1 La- Ela ' ' STRIKE SCREWS INTO a �\ \ � 0 I. i Q :� SUBSTRATE (2 PER STRIKE ppb • g All ' \ ' I PLATE). SEE "FRAME o /T \ \\ ,'`1 �U 0, ANCHOR REQUIREMENTS •w U �,j II HINGE SCREW INTO I TABLE" ON SHEET 1 FOR W HINGE SCREW INTO to II SUBSTRATE (1 PER •I SCREW REQUIREMENTS SUBSTRATE (1 PER • �'ja HINGE). SEE "FRAME A (LATCH & DEAD BOLT HINGE). SEE "FRAME :tI 21 ANCHOR REQUIREMENTS STRIKES). ANCHOR REQUIREMENTS x 'g I" TABLE"ON SHEET 1 I ' TABLE"ON SHEET 1 • m + o IFOR SCREW \ I FOR SCREW Z z,,•, I. REQUIREMENTS. •I REQUIREMENTS. \' ` \ . �jdZ ? 9i } E3o JNTERIOR ELEVATION: INTERIOR ELEVATION; `"HI'1p�� 34 SINGLE DOOR WITH DEADBOLT LOCKING SYTEM SINGLE DOOR WITH MULTIPOINT LOCKING SYSTEM �\`AC1/4,..a3�Mi,`,` SCALE: 3/4" = 1'-0' Q + ""•.. W SCALE: 3/4" = 1'-0" .• ,i.) a (FRAME SCREW & CLIP MOUNT CONDITIONS) (NAIL FIN MOUNT CONDITION) vPi4 on e5 $o z o ' i*ktk . Sr4L"g.: c 8g ALLOWABLE DESIGN PRESSURE %.2%. Z y: W - W (SINGLE DOOR) >j 6' w.....• �. SEE FLORIDA APPROVAL �V,,6'M"i QRO`�� }� I DRANiNG NO. REV. 1774 B SHEET NO. 2 OF 8 -WE �•E 11k1411. as : qGT �.0 ate n/ayn MAX. FRAME WIDTH PER FLORIDA APPROVAL 3 MAX. FRAME WIDTH (N.T.E. 86 7/8") PER FLORIDA APPROVAL STRIKE SCREWS INTO SUBSTRATE (2 PER STRIKE 6 (N.T.E. 43 1/2") PLATE). SEE "FRAME ANCHOR REQUIREMENTS 6" MAX. 18" MAX. O.C. 6" MAX. TABLE" ON SHEET 1 FOR SCREW REQUIREMENTS ® (SHOOT BOLT STRIKE). I,6" 6"4, O© HAIL VIN I 17:-u--•--•-17-•--•--•P-•:I FRAME SCREWS OR 6" MAX. I /I INSTALLATION CUPS 4 WHERE SHOWN. SEE Q to / "FRAME ANCHOR • 1 I REQUIREMENTS TABLE" ®T'' •I - ON SHEET 1 FOR ® "•' �INACITVE� / \ �y1u� D® T 6 REQUIREMENTS. 17 I. �. "I / FRAME SCREWS OR I� N.'' n FIN FASTENER WITHIN n , STRIKE SCREWS INTO 2' OF CORNERS & 5" INSTALLATION CUPSat&fz cl, • •• • SUBSTRATE 1 PER WHERESHOWNAT p( TO 7' MAX. O.C. SEE C., W • STRIKE PLATE). SEE -i MEETING STILE ENDS. $ F w•-o F A SUBSTITUTE • _I ) "FRAME ANCHOR SEE "FRAME ANCHOR • 1-o ANCHORS I "FRAME ANCHOR b REQUIREMENTS TABLE" w oil') REQUIREMENTS TABLE" REQUIREMENTS TABLE" le. ' I ON SHEET 1 FOR ON SHEET 1 FOR ON SHEET 1 FOR rc za •• • I . REQUIREMENTS. REQUIREMENTS (CUPS .+. a `� _ SCREW REQUIREMENTS BE REMOVED WHEN / ARE NOT APPLICABLE S a • I (LATCH & DEAD BOLT a N� 1" ci / • STRIKES)CONDMONS . d AT SILL). \ oa I. � I \ / EJgs E I I \ / 13Ua.® I. a . /) . tn 3 A 1.1/ W / 1• \ •I = / \ • T 2 =LiJ I HINGE SCREW INTO 1 w HINGE SCREW INTO / 1Z E'° I. SUBSTRATE (1 PER ,1 3 SUBSTRATE (1 PER / z6• � P ANCHOR SREQUIIREAMENTS 9 g HANCHOR• S- THE FRAME / 42 W1iE -L} I TABFORLE" ON SCREWSHEET\ • • FOR LSCREW" ON SHEET\ / • 1 CS 417-1 I I. REQUIREMENTS. \ • REQUIREMENTS. \ b 4- / `\ I -r ' 0 N 5 I I 6" MAX. I,J N_•1 _ g A 3 4 � o INTERIOR ELEVATION: • STRIKE SCREWS INTO SUBSTRATE (2 PER a u a STRIKE PLATE WITH STANDARD SILL; 1 INTERIOR ELEVATION; ```Aii111*111j�/, z c F SINGLE DOOR WITH MULTIPOINT LOCKING_SYSTEM PER STRIKE WITH ADA SILL). SEE "FRAME DOUBLE DOORS F,F�P,. ��ij,�i, SCALE: 3/4" = 1'-0" ANCHOR REQUIREMENTS TABLE" ON SCALE: 3/4" = 1.-0" ..�P 0" SS cg (FRAME SCREW & CLIP MOUNT CONDITIONS) SHEET 1 FOR SCREW REQUIREMENTS (NAIL FIN MOUNT CONDITION) 4.1-.E-1:'4E, ` •. 4.`;t' (SHOOT BOLT STRIKE). o=J a ALLOWABLE DESIGN PRESSURE =3\ * �" xp a ALLOWABLE DESIGN PRESSURE %/. ° >b o (SINGLE DOOR) (DOUBLE DOOR) ��b Z V SEE FLORIDA APPROVAL SEE FLORIDA APPROVAL ''���i"i...PS it%`` D 1774ET UMNG NO. RB 3 OF 8 CR.%M: b600m T': CRY Y.M.S. MAX. FRAME WIDTH PER FLORIDA APPROVAL MAX. OVERALL FRAME WIDTH PER FLORIDA APPROVAL -" '°'r""' (N.T.E. 86 7/8") (N.T.E. 76 1/2") 6" MAX. 18" MAX. O.C. - 6" MAX. 43 1/2" MAX. DOOR FRAME WIDTH— 3 STRIKE SCREWS INTO SUBSTRATE (2 PER STRIKE 3"3 131, 3"3"3.3" 6 PLATE). SEE "FRAME ANCHOR REQUIREMENTS 6" MAX. // 18" MAX. O.C. // / 6" MAX. TABLE" ON SHEET 1 FOR SCREW REQUIREMENTS (SHOOT BOLT STRIKE). j 6" , 6" 8• 6 1 "t '� t MAX. O.C. i I-1/4,-v,----�--- - . -V----- --�T, I r -�.. ----p----� �-� 1 FRAME SCREWS 6" MAX. I Tr-„-i 6" MAX. I `'',• /' I OR INSTALLATION D / I Q A 4 4CUPS WHERE \ — SHOWN. SEE I POSTE ,t %CARI I \ �/ %MWILI I "FRAME ANCHOR g , •1 REQUIREMENTS ® I p I TABLE" ON SHEET p �IIIAOTNE// � 7 01" INSTALLATION SCREWS ® .Ip 1 FOR WHERE SHOWN AT w FRAME SCREWS OR 1 / [ NAIL FIN OR I INSTALLATION CLIPS ,1/ MUWON ENDS. SEE REQUIREMENTS BRICKMOLD AND THEIR �+e111 (CLIPS ARE NOT n WHERE SHOWN. SEE "FRAME ANCHOR ANCHORS IS OPTIONAL I APPLICABLE AT a O ...i I & SHALL NOT ACT AS "FRAME ANCHOR I I REQUIREMENTS TABLE" I SILL). y F ��o 1. REQUIREMENTS TABLE" •I I• ON SHEET 1 FOR •I g cN A SUBSTITUTE FOR F-o 0 THE FRAME ANCHORS ON SHEET 1 FOR I - I REQUIREMENTS. I w V fl , gk. SPECIFIED. NAIL FIN REQUIREMENTS (CUPS "4 5 I• / •I 0 p Za N o OR BRICKMOLD MAY I ARE NOT APPLICABLE w ;G: U BE REMOVED WHEN I AT SILL). w NAL FIN OR G Ng a �? REQUIRED BY OPENING \ D `' BRICKMOLDN O AND 'a 1 O I CONDITIONS 1 ga o I THEIR ANCHORS a o '� I" > •1 IS OPTIONAL & I k1 0 2 I I g SHALL NOT ACT q lc, I• I / •I co ASA SUBSTITUTE (,22;r'0 i b I / 4 a b \{c\ \ 4 ANCHORS FRAME 1 / 0 \ 1 El r` / "T m - ` \ / O C FlNSPEORED. NAIL ; , L,,, I ET 2w HINGE SCREW INTO I / •I BEI CKMOLD REMOVED MAY a �j P SUBSTRATE (1 PER / •I P \ a BWHEN Y OPENING '%zz _$.a., HINGE). SEE "FRAME I ANCHOR REQUIREMENTS CONDITIONS 'B 5L'. Tj� �X I" TABLE" ON SHEET 1 •I • \ } I FOR SCREW \ I \ a q I. REQUIREMENTS. •I az li iR +— // ilk a/ --4 i — / �a i I5ig g 60 2 b oo Jb ;� s" MAX. n 8 4 6' MAX. �` n o A a o a o n �J`�FE y: W STRIKE SCREWS INTO SUBSTRATE ,' P�' • 4%a INTERIOR ELEVATION; INTERIOR ELEVATION; 1- /" Nti.6 r,, , (2 PER STRIKE PLATE WITH C.t,t4i y STANDARD SILL; 1 PER STRIKE DOUBLE DOORS SINGLE DOOR WITH SIDELIGHTS -",,f, F o WITH ADA SILL). SEE "FRAME SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1.-0" -3•v v z • :,f 2`'mc ANCHOR HORETEQUIREME RTS TABLE" (FRAME SCREW & CLIP MOUNT CONDITIONS) (THIS ELEVATION IS APPUCABLE TO SCREW & CUP MOUNT INSTALLATION ONLY) Z..�°g • ,.. , , ONREQUIREMENTS (SHOOT BOLT Bib-,;,:',....°.... w STRIKE). ALLOWABLE(DOUBE�IGN DooRPRESSURE ALLOWABLEDESI) (SINGLE DOOR GN sIo RcHTsURE �� ') f -k ��,`0% ; SEE FLORIDA APPROVAL SEE FLORIDA APPROVAL G No. RB 1774 B SHEET NO. D 4 Or 8 I r� II SEE FL10354 FOR Ka M11: WINDOW APPROVAL & I' 1 ANCHOR REQUIREMENTS 3 I I • I AROUND WINDOW I•I 1.1 6 11 II i I.1 1.1 11 11 FRAME SCREWS OR 3.l _I % : INSTALLATION CLIPS 32\ (1\1_ r HOWN AT JJ�I MUWONWHERE SENDS. SEE 3_�0 / "FRAME ANCHOR `Z 3" REQUIREMENTS TABLE" P ON SHEET 1 FOR I G 1 1 REQUIREMENTS. I- SIMILAR I" S MMR "I w CD Aft 1! am z I" _ / OPPOSITE I n0 0 rQ'o L...1 / S g wN o g FIN OR �0 0 / BRICKMOLD AND THEIR �w a 1-0 7 ANCHORS IS OPTIONAL wg p z<N g �- I" / {HAIL & SHALL NOT ACT AS U/ A SUBSTITUTE FOR THE— FRAME ANCHORS �g ,,,..;1,,j cp SPECIFIED. NAIL FIN OR 4j; a I / • BRICKMOLD MAY BE .$ ce ti / REMOVED WHEN E o I I REQUIRED BY OPENING rn ' < •1 CONDITIONS f2 Q g Y 1 • 1 I cn 0 • V. i i S h 11 %z Z6 . a, I \ FRAME SCREWS OR 41Z b. e. \ INSTALLATION CLIPS 3 $a:cg S • WHERE SHOWN. SEE rI P "FRAME ANCHOR a.z z .. I \ "1 REQUIREMENTS TABLE" P-y I \ 1 ON SHEET 1 FOR g8(5$ffi REQUIREMENTS (CUPS 2 1. �• � / ARE AT SIN APPLICABLE ,``011111111/14ibj1�''� 1:°43 6" MAX. 1 00 _ \ ' LL). `yam}Q• ..... ,T...,,h Sy,�IL i y. o a (1 D I 0 d 0 n 10 • :w * • p N T n } 3�3 3 4 3 3 3 3 %Z 1 C of i S F- i�tt�2 4, cf `8i 43 1/2" MAX. DOOR FRAME WIDTH i�b /... . MAX. OVERALL FRAMEWIDTH1/zFLORIDA APPROVAL (swLLOWGLE DABLEOR �DH SSIIGNHPRTS ESS�UREDM� ���d'-p*PRO 0- " s INTERIOR ELEVATION: SEE FLORIDA APPROVAL HMO SINGLE DOOR WQH SIDELIGHTS & TRANSOM DRAWING NO. REV. (THIS ELEVATION IS APPLICABLE TO CLAD FRAME DOORS WITH SCREW & CLIP MOUNT INSTALLATION ONLY) 1774 B , SHEET NO. SCALE: 3/4" = 1'-0" 5 OF 8 FIN FASTENER ��S: K�BY STRIKE SCREW SUBSTRATE BY OTHERS PER PER ELEVATION STRIKE OPERABLE DOOR FIXED PANEL DOOR �a= b PER ELEVATION "FRAME ANCHOR REQUIREMENTS SCREW PER FRAME SCREW PER FRAME SCREW PER SUBSTRATE BY OTHERS PER TABLE" SEALANT BY OTHERS ELEVATION ELEVATION "FRAME ANCHOR > BEHIND NAIL FIN ^ELEVATION REQUIREMENTS TABLE" © SEALANT BY OTHERS W ;` r 0© '. NAIL RN . I 3 , . 3/8" MAX. ♦ /, wN ON 3/8" MAX. • SHIM AT SEALANT BYy�SPACE 'i1. EACH ANCHOR Ilisi.,„ �: OTHERS BEHIND F' r�EXTERIORI �i �: ��;�''` NAIL FIN Ali P: r'i SEALANT si IIIr f- FIN FASTENER :'.Or' SEAL SPACE WITH g �A_ -�` BY OTHERSir � i , SEALANT PER ELEVATION • LOW EXPANSION _ , • BY OTHERS ' FOAM AROUND MI I EXTERIOR _i PERIMETER OF • "•� 4 1,411411r, SEAL SUBSTRATE BY 1 DOOR FRAME SEAL SPACE WITH LOW SEAL SPACE WITH LOW OTHERS PER "FRAME ANCHOR ii ��� VII EXPANSION FOAM AROUND EXPANSION FOAM AROUND REQUIREMENTS 11!' PERIMETER OF DOOR FRAME PERIMETER OF DOOR FRAME TABLE" ����') Iwo. HINGE SCREW I Td:n SECTION 8 SECTION O PER ELEVATION MI 1 N z �o 0 = SCALE: 1/2 FULL r SCALE: 1/2 FULL 6 ,, t� § sN o . x v ] Fp o _ (NAIL FIN MOUNT) = FRAME SCREW MOUNT SHOWN. SEE DETAILS ON SHEET 3/8' MAX. SHIM FRAME WIDTH c�W NN "' W B FOR DIRECT MOUNT & CUP MOUNT DETAILS. AT EACH HINGE SCREW m O oc <a N SECTION SCALE" 5 I SCALE: 1/2 FULL 0 4 g m ,-a dx 0- (NAIL FIN MOUNT) 4 FIXED PANEL DOOR 955(3) 1111 FRAME/SILL SCREW EXTERIOR E0 Y PER ELEVATION I w .gli SEALANT BY Fut g, OTHERS • , SEALANT BY I "1�.�, ,� /�E OTHERS v�p � 5:�. T -=.. 1��T7 � -� g�1 �A. ..n� I 1/4 MAX. t% .SUBSTRATE , I11 •. IT SHIM �% • BY OTHERS L 1/4 MAX. SUBSTRATE BY OTHERS a? 5 OR GROUT PER "FRAME SHIM • : PER "FRAME ANCHOR _-Ypy OPERABLE DOOR STRIKE SCREW ANCHOR OR GROUT REQUIREMENTS TABLE" F s FRAME/SILL SCREW PER ELEVATION REQUIREMENTS STRIKE SCREW FRAME/SILL SCREW >38 PER ELEVATION TABLE PER ELEVATION PER ELEVATION so SECTION SECTION 0 iouiU� 3� SCALE: 1/2 FULL 0 SCALE: 1/2 FULL �`�`FER *��/��i ..5.„ a Y O 0. c No NAIL FIN & BRICKMOLD IS NOT SHOWN =3 f� *• i o a: w BUT MAY BE USED IN ADDITION TO �?% Z° to.r��p.w U a ANCHORS SHOWN. '0 d;PAA��;pp0e1P oRAANG REV. CLAD FRAME SHOWN. WOOD ONLY 1774 B FRAME ALSO APPLIES. SHEET No. 6 OF 8 v. TE `•'•L' SEALANT BY OTHERS "� SEALANT BY OTHERS • .. '"' �01"''"' SEALANT BY OTHERS ,A WJL FIN _- a SUBSTOTHERS PETE R •".. '-',: .. ,1 ► .. �''.FRAME ANCHOR : ' ;;''� j ,: SEALANT BY pit--,., OTHERS PETE R REQUIREMENTS I EXTERIOR I OTHERS BEHIND I EXTERIOR TABLE" r x E IEXTERIOR I 1‘ - i:. NAIL FIN .' I REOUIR_EMENTSR € FIXED PANEL /.. FIN FASTENER SEAL SPACE WITHIPII4 LOW PER ELEVATION DOOR FRAME ELEVATION i AROUND PERIMETER OF •-, AROUND PERIMETER.':;III ITI DOOR FRAME SUBSTRATE BY OF DOOR FRAME _1 11� ELEVATION / OPERABLE EW PER OPERABLE DOOR FRAME DOOR FRAME4. .- ` OFRAME ANCHOR ��'1~i�rir�c�r�r� SCREW PERgSCREW PER +11'1)0111 � REQUIREMENTS 41�:.'':'r:,.'�:",. ELEVATION ELEVATION -' .`_� r'_O ji j+. wjjj(r� i..- TABLE" 111;:filikmMM�w wHINGE SCREW .•�_ I `_,. STRIKE SCREW „.I STRIKE SCREW rn PER ELEVATION �I I • PER ELEVATION •i PER ELEVATION g F ,,,,O P '1,.:::-,,c7'O 3/8" MAX. SHIM FRAME WIDTH w & No Ai EACH ANCHOR \ \ w w Za FRAME WIDTH 3/8" MAX. SHIM FRAME WIDTH 3/8" MAX. SHIM m U a m SECTION C2 AT EACH STRIKE SCREW AT EACH ANCHOR Mo g 1 S� 1/2 FULL O SECTION 0 SECTION 0 `}8 3 oa FRAME SCREW MOUNT SHOWN. SEE DETAILS ON SHEET SCALE: 1/2 FULL ® SCALE: 1/2 FULL ® d3a w 8 FOR DIRECT MOUNT& CUP MOUNT DETAILS. (NAIL FIN MOUNT) FRAME SCREW MOUNT SHOWN. SEE DETAILS ON SHEET 8 FOR DIRECT MOUNT & CLIP MOUNT DETAILS. E3�g NAIL FIN & BRICKMOLD IS NOT SHOWN �a BUT MAY BE USED IN ADDITION TO PT C ?� m ANCHORS SHOWN. 0= W a CLAD FRAME SHOWN. WOOD ONLY �? 3�2�X FRAME ALSO APPLIES. IA WW.WWWa s az Li N U= J V)h u i j 8 n o ,3•13 ``\1111111//,� .:w v $o�stS N9 =3 t. 7 F. CC 3= IIg iJl Z F•; v Q DRAWING N0. REV 1774 B SNEfT N0. 7 or 8 • . .._. WA w 0r 1(01 11,"-� IN x r.rs INSTALLATION CUP SCREW PER INSTALLATION CLIP SCREW PER STRIKE OR HINGE SCREW PAT.� in./ STRIKE OR HINGE "FRAME ANCHOR REQUIREMENTS "FRAME ANCHOR REQUIREMENTS PER ELEVATION •" SCREW PER TABLE" (2 PER CUP). ANGLE SUBSTRATE BY OTHERS TABLE" (2 PER CUP ANGLED 15 TO SUBSTRATE BY OTHERS PER ELEVATION SCREW 20-30' WHEN INTO WOOD PER "FRAME ANCHOR 20 DEGREES IF NECESSARY TO MEET "FRAME ANCHOR 5 SUBSTRATE. REQUIREMENTS TABLE" EDGE DISTANCE REQUIREMENTS) REQUIREMENTS TABLE" 3/8 AT AX. _� SHIM AT CUP _ - 1/4" MAX. 11711111111,41111111W■■ 3/8" MAX. �� :� S A■■: SHIM AT CLIP �� � �1: Z cn C C/� or-- W USLd U. W WQ CY O ry �rycn Q -j U) �'- O N U W Qz� N-) W DJ m0� W U L, - U = y J "Q Z�� W m - V Q r) W O U Cl- -4-o�z U C-)CD UO�� Q __jO� O mLL, <w Z O o0 O F- 0 O m Q DQ z QryW O ® OWU to Z m �- W �Ln ® — U "' W W OQ O Orzc z l� I=—O= O I= co O z �LdW o 3 =QQ n W = c.D LO °,1 0�x 01,1 CL 00 N CD O� 1 n f O J rn OO ars r THE EASE 1/2 o z x �l E Q0 O J �z �o Z 00 Q Z Cn F-- Z 0 W W W W � 0 0 Z �7- �v o —1 o SURVEY N z o 18, NOT APART OFTHIS OF LOT o N O `aJx 40.00 11 x )10,00LU WLli a I I -.�sJ O �..- 06J Ot eJ x J x 7 • � �" W 7 I ryl. w 6J z I x 36.0' o a Ln z: N � ®AI 1 ` U W LOT 20 ,x LOT � `. w H Q U L � z z awo r ¢ Ln `I Fra r� QUU wUQ -Z OOQ� �QUZ o � "S cyZ O � p � w r ca �X 43.0'R cn . 9w 3 od cc 11 x )10,00LU WLli a I I N N N m �pHp o x zW 7 • � �" W 7 I J Q WZOWW� %LL I - Cy �O 3 N 7% I 2=w�02 - W WZfW-QE- >> W¢ O Z 3 -3-1 3 i W a tt nn � Ici JW C, ::i �Q o� LU z z C-) o o LA v C: :;71 z C 0 0 D C) w J z O U w O` SCJ m N N of o�II� �¢�owozaxoZmQ ���~wQ�Q�()oU3p mmco=) m zo¢ N oz = U U z O >,E•c: o ® L m O Cly oo ^ z 3> w18 ¢ 2¢ cn to Cc) o N~ J L L N 7 _ E�cnLn II O O � w U C� _ OLLj OKQZ O_¢ N= wl� O O O II I Z Fc" �Lo Z� I W�-� z N Ell Q� CL v E5 o W wz �m Q4 (��o I F- i m� Z U � Q titi W< U f� I i C) o o 3 od cc 11 x )10,00LU WLli a I I N N N m �pHp o x v L'iw CL 7 • � �" W 7 I J Q WZOWW� %LL I - Cy �O 3 N 7% I 2=w�02 - W WZfW-QE- >> W¢ O Z 3 -3-1 3 i z W tt nn � Q JW C, ::i x I o� LU z z C-) u, o -0 U) > LA v C: :;71 z I Q � Q C 0 0 D C) w J z O U w O` SCJ m N O of o�II� �¢�owozaxoZmQ ���~wQ�Q�()oU3p U CY Q in `n / ' Ute' M c ¢ Q oo x ( r `. F� o z^ ��z Z �8co w 3¢ <m o W Q O ; % d « `, ` o rb�JJ �J v o w� M ow I Z 3 0 o~ ¢ W O LC)L ZW aw u5 �� > Asx ¢a a� ��� �z w �� x= W 3dld �l1Sb'7d saes Z O Q O F- zr h1 N , 8. a ` N ro• 3 ` U� I 2, O 0� Z Z K -\x ` _ • sJ 00 w� W o QO WU N 31 6' ABS PLASTIC PIPE • N W 1 O 00 m o o m o W ¢I m Np w y w¢ rn U¢¢ a CL \ W ZO O QO m W W W F'tiw o�oz� }I X�� 40 00 Y m W oz 0 11 • ¢o A z N N N Z U K = -`�' cn ro w W U O a CU N I O fj rn E" o LjjZ T N � a>), a� U, �, o Q JW C, ::i ® o� " � (n u, o -0 U) > LA v C: :;71 OO ¢¢Zw U z 181 W C 0 0 D azo N z� of ¢�jz �¢�owozaxoZmQ ���~wQ�Q�()oU3p mmco=) m zo¢ N oz = U U 0 r_0 z O >,E•c: o ® L m O Cly oo ^ z 3> w18 ¢ 2¢ cn to Cc) I– N~ J L L N 7 _ E�cnLn W C o m z ��owo=�o�QwooW~� O � w W i z o�� w Q w o C, Ld LLJ > _ OKQZ O_¢ N= wl� O O C)W Fc" �Lo Z� I W�-� z V7 FW- W J W W W J dX ly�j U7 J wz �m Q4 (��o 0 U T C: � A N 0 :3d N N N L L fn 0 O a CU N z rn E" o LjjZ T N � a>), a� U, �, o Q >0 rn U ® Co o " � (n u, o -0 U) > LA v C: :;71 C 0 0 D cn q z CY Z 0 0 C 0��E mmco=) m T C 0 N v 0 O Q U y 0)N 0 mJ ro O U 0 r_0 z O >,E•c: o ® L m O Cly Ln z LLJ co N E E: O L N N CU L L N 7 _ E�cnLn r - 0 d z 0- 0 >w clf O D� U� 0 O WW wD �Ce m C7 W= Q 0 0 0 L, AII IN � I L o m N W o 0 ::DU r Z 0 w m O W Z Q r U O m � � Li Lo O ~ QLLVL H� W Uu1 WK—w� W�ti a¢ UQ�OO~ L, � co UWm w O JW(n U�z>ZW cCl- co Cl— m2 o¢Z�Qw WEZ,�2��wa� cmin m�ZpUW W C,LU co _ Is c ~ J w W OQZU¢� �¢g' LoG���0 ¢�z�w zo�i�o zwW6oz W OWOW>Co 0:: Co a' WWO(n v1Lp U O Ln Z — N N N z o C:) LjjZ F, Ln 000 Q wzxz LL ® " � (n i- = w cn q z CY Z OWN(n Q mmco=) m CD mJ ro O z >03z ® W Ln z LLJ co O J (n Q --D AII IN � I L o m N W o 0 ::DU r Z 0 w m O W Z Q r U O m � � Li Lo O ~ QLLVL H� W Uu1 WK—w� W�ti a¢ UQ�OO~ L, � co UWm w O JW(n U�z>ZW cCl- co Cl— m2 o¢Z�Qw WEZ,�2��wa� cmin m�ZpUW W C,LU co _ Is c ~ J w W OQZU¢� �¢g' LoG���0 ¢�z�w zo�i�o zwW6oz W OWOW>Co 0:: Co a' WWO(n v1Lp MAP SHOWING FINAL BOUNDARY, TOPOGRAPHIC & TREE SURVEY OF: LOT 20, TOGETHER WITH THE WEST 1/2 OF LOT 18, BLOCK 4, ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5, PAGES 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, LESS AND EXCEPT THE SOUTH 10.00 FEET FOR ADDITIONAL RIGHT OF WAY FOR SECOND STREET (ASLO KNOWN AS 353 SECOND STREET, ATLANTIC BEACH, FL 32233) ! LOT 17 LOT 15 LOT 19 FOND O ID/NT REO°O LOT 21 T o��_ . 75.00 ,.4' 25.00 J IRON PIPE 25 00 �e91 \D z. FOUND 3-/2 TION NO IDENTIFICA rte 0.1 re (g t). - •I4-PALM r°�Y 0�x „C11 1I�i L' I ^� 791%-rd'iv'� roo mym> RK Ir �'2 I I0 ,l Y 2C( —1 'i O ARV) I EMPOR w���„PN u•PAW• �" I su p,EVAna+(9.53)„AIN rb o 1pD m --4----__ 5(1{" H.c —I I X r3-'V t''' *to rtJ % 1r aa' ' \N , 1 3-.2 l 0 .i. PALM • 1 ' 1 515 601 ` ' \ z�: 'ti "LFAODr. . S3�$ m (f r` � x , 9�, �. 0,- .iO LOT 16 ' 12.0• ' re4j(t 'sj 36. ' CO \ \ 48 Al 27.0 • Z _s O -P ml CONCREETE O CD -1 ' I A/C3P D LOT 22 0 D PAD ,0'.Z\ 0 ➢ O - 1 STORY MASONRY o,� Y�9e� -0 Q & STUCCO r eo ➢ ei ° o N0. 353 ''XT RESIDENCE ' -4 �,p I ' m - 0 GG�i'` I a . c(rk�^) x a�. (2) 4?% 2.0, S �a I 36.0' l E.E.E.FE. t 1.26 E i9' (n 7.0• OpyEREO It U3- ✓" I co 'I CaNLREIE ' •� �K»�ps r rn „�► -c ►1P CDS;. S • 1/2" R 4' o' • FOUND 7/2" IRON 'IPE FOUND• NODENTIFICATION +a M \*1 IN ex" �� „ ,5k-,45 ` NO IDENTIFICATIO of1 • - 25.00' In 25.00 �� 100.10' MEASURED N.T.S. 'PC '2t PAI" 36". • I6-ow• O FOUND 7/Z IRON ° 50'00' 0" 1 •(9T60 o _ NO IDENTIFICATIO 0. 75,0 BO rI BeJ .WPP o~G�RARE(b� ON In, .�- p EXLEPTI '('' l _ STREET Si°ti RIGHT OF - ___-E t---- V RIG -WAY WAYS 5�� IMPERVIOUS CALCULATIONS #1 R�OHT-OF- .'' LOT AREA = 10,5003- SQUARE FEET BENCH MAR \ //\FOR IA RL' A 40 q° DESCRIPTION SQUARE FEET SET FACE ar WO�npN: 6 Sit '�RSP BUILDING AREA 1,3003 (10.75)NAw / '=RCJL C 11I CONCRETE CATCH BASIN COVERED PORCH 2063- CRATE(7.33) CONCRETE 1041 NOTES MEAT:(4.13) THIS PROPERTY LIES IN FLOOD ZONE 'X-PER FLOOD INSURANCE A/C PAD 163- RATE MAP (FIRM), DUVAL COUNTY. COMMUNRY No. 120075, I IE------ TOTAL IMPERVIOUS AREA = 1.6263- MAP/PANEL No. 12031C-0409-H, REVISED JUNE 3, 2013 01a( wPP TOTAL COVERAGE - 15.5R N.T.S. DENOTES NOT TO SCALE ALL LOTS SHOWN HEREON LIE WITHIN BLOCK 4 ELEVATIONS SHOWN AS THUS: (9.0)AND ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAV.O.) OF 1968 LEGEND TREE SIZE AND LOCATION ARE MEASURED BY DBH (DIAMETER ABEREVIAPON DEFINITION BREAST HEIGHT) APPROXIMATELY 48 INCHES ABOVE GROUND ONE OVERHEAD ELECTRIC ALL INTERIOR ANGLES SHOWN HEREON ARE 90'00'00"AS OHL/ OVERHEAD UTILITY FIELD MEASURED AND POSSESSED RCP REINFORCED CONCRETE PIPE -X— DENOTES 4'CHAIN LINK FENCE EXCEPT AS NOTED vim WATER MEIER CERTIFIED TO: —//— DENOTES 5' WOOD FENCE EXCEPT AS NOTED WPP WOOD POWER POLE THERE MAY SE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON FFE FINISHED FLOOR ELEVATION DANTZLER GROUP, INC. THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF REVISED OCTOBER 5, 2018 TO PREPARE FINAL SURVEY DUVAL COUNTY, FLORIDA I hereby certify that this survey meets the J, I minimum technical standards as set forth by D U R D E N I the Florida Board of Land Surveyors, pursuant to Section 472.027 Florida Statutes and Chapter SURVEYING AND MAPPING, INC. I 5J17 Florida Administrative cod 1825-B 3RD STREET NORTH JACKSONVILLE BEACH, FLORIDA 32250 (904) 853-6822 FAX 853-6825 )/EdrA LICENSED BUSINESS NO. 6696 I FLORIDA REGISTERED SURVEYOR No. A7D7 H. BRUCE DURDEN, Jr. SURVEYOR'S NOTE, THE SURVEY HEREON WAS MADE WITHOUT THE BENEFIT OF ABSTRACT OR SEARCH OF 7TTLE AND SIGNED OCTOBER 16, 2017 THEREFORE THE UNDERSIGNED AND DURDEN SURVEYING AND MAPPING. INC., MAKE NO CERTIFICATIONS REGARDING INFORMATION SHOWN OR NOT SHOWN HEREON PERTAINING TO EASEMENTS, CLAIMS OF SCALE: 1" = 20' EASEMENTS, RIGHTS-OF-WAY, SETBACK LINES. OVERLAPS, BOUNDARY LINE DISPUTES. AGREEMENTS, r-� ^ ^L O O RESERVATIONS OR OTHER SIMILAR MATTERS 1YHACH MAY APPEAR IN THE ABSTRACT OR SEARCH OF TITLE. WORK ORDER NUMBER: 18644 91—9 THIS SURVEY NOT VAUD UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. JOHNSON RESIDENCE GABA GE ADDITION 353 2ND STREET ATLANTIC BEACH, FLORIDA CODE SUMMARY: C BUILDING 2017 6TH EDITION FLORIDA BUILDING CODE c EXIST. BUILDING 2017 6TH EDITION FLORIDA EXISTING BUILDING CODE Q WORK AREA COMPLIANCE METHOD (CHAPTERS 5-13) NwN NEW GARAGE ADDITION L.L. Q PLUMBING 2017 6TH EDITION FLORIDA BUILDING CODE ELECTRICAL 2015 NEC — NATIONAL ELECTRICAL CODE MECHANICAL 2017 6TH EDITION FLORIDA BUILDING CODE NORTH LIFE SAFETY 2017 6TH EDITION FLORIDA BUILDING CODE 2015 NFPA VOLUME 101 LIFE SAFETY CODE ACCESSIBILITY 2017 6TH EDITION FLORIDA BUILDING CODE FIRE 2017 6TH EDITION FBC — FLORIDA FIRE PROTECTION CODE ENERGY 2017 6TH EDITION FLORIDA BUILDING CODE — ENERGY/ CONSERVATION STRUCTURAL ASCE 07— 10 BUILDING CLASSIFICATION (CHAPTER 3) (NFPA 101 6.1) R2 — RESIDENTIAL BUILDING CONSTRUCTION TYPE (CHAPTER 6) TYPE VB BUILDING AREA (CHAPTER 5) 3 STORY —19,000 GSF 1 STORY — 480 SF GARAGE, AREA OF NEW CONSTRUCTION UN—AIR CONDITIONED ^ STRUCTURAL HEIGHT 4 # OF STORIES 1 — 16 FEET HIGH \ „� W a Q Z O U O J Q NORTH STRUCTURAL NOTES: 1. CODES USED: 2017 6TH EDITION FLORIDA BUILDING CODE, ACI, NDS, APA AND ASCE-7-10. ALL LATEST EDITIONS USED. 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. 3. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. BASIC WIND SPEED: 130 MPH WIND IMPORTANCE FACTOR: 1.0 (Category II Building) WIND EXPOSURE: B INTERNAL PRESSURE COEFFICIENT: t 0.18 (Closed) MAXIMUM DESIGN WIND PRESSURES (psf): Opening Size (sf) Edge zones (6'-0" from outside corners) Interior Zone 0-20 +25.5 and (-)34.1 +25.5 and (-)27. 21-50 +24.3 and (-)31.8 +24.3 and (-)26.! 51-100 +22,8 and (-)28.8 +22,8 and (-)25.1 >100 +21.7 and (-)26.5 +21.7 and (-)23.7 APPLICABLE PRESSURES Proposed Structure is NOT located within the wind borne debris region, Wood framing shall be in accordance with FBC chapter 22 as noted in these plans. All wood framing shall be fabricated and installed per ALTC, TPI and National Design Specifications for Wood Construction. All framing anchors and connectors noted on drawings shall be manufactured by Simpson Strong Tie or approved equal. All wood exposed to earth, weather or in contact with masonry, concrete shall be pressure treated. Fastening subject to moisture shall be hot dipped galvanized to ASTM153-80. Header studs and cripples pp es shall be nailed at 6"o.c. w/ 12d nails (.131x3" staggered). All windows and doors shall be designed per component and cladding pressures indicated on these drawings. All conventional wood framing shall be SYP #2. A7 mv, , uAk- c �\ Q`N! pq � x V V Q V D , \ �..Q.� Wca \ \ �. 0a� x J1. . n\F..,.. i #a 3 SITE PLAN " BUILDING CLASSIFICATION (CHAPTER 3) (NFPA 101 6.1) R2 — RESIDENTIAL BUILDING CONSTRUCTION TYPE (CHAPTER 6) TYPE VB BUILDING AREA (CHAPTER 5) 3 STORY —19,000 GSF 1 STORY — 480 SF GARAGE, AREA OF NEW CONSTRUCTION UN—AIR CONDITIONED ^ STRUCTURAL HEIGHT 4 # OF STORIES 1 — 16 FEET HIGH \ „� W a Q Z O U O J Q NORTH STRUCTURAL NOTES: 1. CODES USED: 2017 6TH EDITION FLORIDA BUILDING CODE, ACI, NDS, APA AND ASCE-7-10. ALL LATEST EDITIONS USED. 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. 3. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. BASIC WIND SPEED: 130 MPH WIND IMPORTANCE FACTOR: 1.0 (Category II Building) WIND EXPOSURE: B INTERNAL PRESSURE COEFFICIENT: t 0.18 (Closed) MAXIMUM DESIGN WIND PRESSURES (psf): Opening Size (sf) Edge zones (6'-0" from outside corners) Interior Zone 0-20 +25.5 and (-)34.1 +25.5 and (-)27. 21-50 +24.3 and (-)31.8 +24.3 and (-)26.! 51-100 +22,8 and (-)28.8 +22,8 and (-)25.1 >100 +21.7 and (-)26.5 +21.7 and (-)23.7 APPLICABLE PRESSURES Proposed Structure is NOT located within the wind borne debris region, Wood framing shall be in accordance with FBC chapter 22 as noted in these plans. All wood framing shall be fabricated and installed per ALTC, TPI and National Design Specifications for Wood Construction. All framing anchors and connectors noted on drawings shall be manufactured by Simpson Strong Tie or approved equal. All wood exposed to earth, weather or in contact with masonry, concrete shall be pressure treated. Fastening subject to moisture shall be hot dipped galvanized to ASTM153-80. Header studs and cripples pp es shall be nailed at 6"o.c. w/ 12d nails (.131x3" staggered). All windows and doors shall be designed per component and cladding pressures indicated on these drawings. All conventional wood framing shall be SYP #2. A7 mv, , uAk- c �\ Q`N! SCALE: 1/32" = 1'-0" � x V V Q V D \ �..Q.� Wca \ \ �. 0a� x J1. . n\F..,.. i #a 3 SITE PLAN " SCALE: 1/32" = 1'-0" � x V V Q V D \ �..Q.� Wca 0a� x J1. . i #a 3 SITE PLAN SCALE: 1/32" = 1'-0" Z - NORTH x V V Q V D \ �..Q.� Wca 0a� x " Z - NORTH • M M d1 oN 00 N N M rV �' rrTTo O ct x #AR 0009774 3 FEBRUARY 2021 '\ LU Z(A rn = J?. wo C 7 x V V Q V D \ �..Q.� Wca 0a� x • M M d1 oN 00 N N M rV �' rrTTo O ct x #AR 0009774 3 FEBRUARY 2021 '\ LU Z(A rn = J?. wo C 7 U3 m Z I Z Q 0 Co w I O It a © a SITE PLAN A1.0 CONSTRUCTION DOCUMENTS 07-13 /?o x V V Q V D \ �..Q.� Wca U3 m Z I Z Q 0 Co w I O It a © a SITE PLAN A1.0 CONSTRUCTION DOCUMENTS 07-13 /?o 2 SITE LAYOUT A1.1 SCALE: N.T.S. 5'-0" 0 I 0 M 0 M.—I n— ci —1-1 — NORTH ELEVATION A1.1 SCALE: 1/4" = 1'-0" L E G E N D $ SWITCH � DUPLEX OUTLET — 12" AFF unless noted D TELEPHONE OUTLET WALL MOUNTED FLOOD LIGHT FIXTURE I--+ FLOURESCENT LIGHT FIXTURE 10- WALL MOUNTED LIGHT FIXTURE COMMUNITY DEVELOPMENT APPROVE® 6 WEST ELEVATION A1.1 SCALE: 1/4" = 1'-0" WINDOW INSTALLATION (METHOD A) WEATHER RESITIVE BARRIER (WRB) APPLIED AFTER THE WINDOW INSTALLATION. { LSTEPS} FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. O APPLY SILL FLASHING APPLY BEAD OF SEALANT {\LSECTION Al AT BACK OF WINDOW THROUGH WINDOW JAMB FLANGE & SET WINDOW (PAN HEAD SCREWS MUST BE USED TO FACILITATE INSPECTION) APPLY BEAD OF SEALANT AT SEALANT BEAD SIDE JAMBS BEHIND MOUNTING I OAPPLY JAMB FLASHING FLANGE. APPLY BEAD OF SEALANT AT HEAD SEAL THE WINDOW FRAME TO APPLY HEAD FLASHING OPENING. APPLY A 3/8" NOM. ® DIA. BEAD TO THE BACKSIDE O(INTERIOR) OF THE WINDOW 5 FLANGE, IN LINE WITH ANY — PRE -PUNCHED HOLES OR SLOTS. ON WATER SHEDDING FASHION, ® {\LJAMB FLASHING } o FLASHING STARTING AT THE BASE OF APPLY CONT. SEAL TO THE MOUNTING OTHE WALL & WORKING TOWARDS FLANGES AT THE TOP (HEAD) AND ALANT BEAD BETWEEN THE TOP, INSTALL THE WRB SIDES (JAMBS) OF WINDOW. EXTEND FLASHING AND MOUNTING TO THE FACE OF THE SEALANT AT JAMBS 8 1/2" ABOVE FLANGE, SHEATHING. TUCK WRB UNDER THE R.O. AT HEAD. EMBED JAMB SILL FLASHING, AND OVER FLASHING INTO SEALANT AND JAMB & HEAD FLASHING. FASTEN IN PLACE. (FLASHING WITH SHEATHING TAPE, GOES OVER SEALANT). CONNECT THE WRB TO THE FLASHING (ALL 4 SIDES) 4'1LJAMB FLASHING) EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING B 112" ABOVE ROUGH OPENING AT HEAD. APPLY TAPE AT CORNERS TO TEMPORARILY HOLD FLASHING IN PLACE L FLASHING AT HEAD — EXTENDS1"BEYOND JAMB FLASHING. (3) { LHEAD FLASHING } EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. BOARD ZD M M 00 O N N N � ` M (`"Vii ai W � O U ct -c� O #AR 0009774 3 FEBRUARY 2021 W CD Oo al ©14 I INTIL WRB IS APPLIED. `— SILL FLASHING 'j., UWINDOW AND ADJUSTWINDOWTOACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER FASTENER SPECIFICATIONS. FLOOR PLAN SCALE: N.T.S.INTERIOR VITOP LEFT CORNE CONSTRUCTION DOCUMENTS 07-13-201 Z-1 . Is wind engineering general notes & design criteria 1. CODES; florida building code (2017 6TH edition). attic, nds, awpa &apa (latest editions) 2.LIVE LOADS; roof live ....................30 psf 3.WIND LOADS; basic wind speed (v)=120 mph importance factor (1) = 1.0, building catagory 2 internal pressure coefficients = +/- .18 (enclosed) pressures on componants and cladding: see structural notes 4.Materials; concrete; normal weight, min 3000 psi©28 days w/fibermesh reinforcement fibermesh;1/2" monofilament, dosage; 3/4 Ib per cubic yard lumber; wood constructio in accordance with chapter 23 of the FBC studs; spruce, pine, fir, mc19 #2 all others; southern yellow pine, mc19, #2 exterior shear wall sheathing; all exterior walls are shear walls. 1/2" min. thick apa approved for all roof sheathing and wall panels sheathing fastening; for wall and floor deck; fasten sheathing 8d ® 6" on centers of supported edges(in the seams) and 12" on intermediate supports(in the field). reduce nail spacing to 4" on centers, around openings and along double cap plate for roof: fasten sheathing w/ 8d ringshank ® 6'oc & 8" field framing anchors; noted on plans by "Simpson" or engineer approved equal threaded rods; astm a-301 washers; astm f-436 nuts; astm a 563. grade "a" hex epoxy, Simpson strong tie co product; "set" adhesive TIE DOWN NOTES (SIMPSON) : TRUSS TO PLATE: H 8 rvvuivv UF -Fina Jnv"n ICCrfCCJCIVI lnr- MINIMUM ULrlrl IU WrIIGrI rUUnrvGJ JHALL Gt GAKKILU. IUUIINGS SHALL HE LOWERED AS REQUIRED TO OBTAIN SUITABLE BEARING. ALL UNSUITABLE FOUNDATION MATERIAL SHALL BE REMOVED WITH FOOTINGS RESTING ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF 2,000 P.S.F. UNLESS OTHERWISE SHOWN OR INDICATED THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, ETC. NECESSARY FOR THE PROPER CONSTRUCTION ALL ALIGNMENT OF THE NEW PORTIONS OF THE STRUCTURE TO THE EXISTING STRUCTURE. THE CONTRACTORS SHALL VERIFY ALL MEASUREMENTS NECESSARY FOR PROPER FABRICATION AND ERECTION OF ALL STRUCTURAL MEMBERS BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING STRUCTURE. THE CONTRACTORS SHALL BECOME FAMILIAR WITH EXISTING CONDITIONS. DURING THE PROCESS OF CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING STRUCTURE WHERE THE EXISTING STRUCTURE IS TO BE MODIFIED TO ACCOMMODATE NEW CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING STRUCTURE WHICH ARE TO REMAIN. N N N � 0 E LOACj BEAR Nt J TRU; TRU: TRUS TRI IS TRUSS A TRUSS A TRI ICC A TRUSS A TRUSS A TRUSS A TRUSS A TR JSS , L _AR AW _-- N N N 0) 0) 0) 2-2X12 LINTEL W/ 1/2" OSB BETWEEN 16'-0" LL N N � O) 1 DECK FRAMING PLAN A1.2 SCALE: 1/4" = V-0" THREADED ROD TIE DOWN NOTES: 1. ALL TIERODS SHALL BE 1/2" #1900 CAPACITY. 2. PLACEMENT SHALL BE AS FOLLOWS: - WITHIN 12" EACH SIDE OF ALL EXTERIOR CORNERS -WITHIN 12" OF ALL FRAMED OPENINGS IN WOOD STUD FRAMING - 4'-0" O.C. ON GENERAL EXTERIOR WALL CONSTRUCTION 3. RODS SHALL EXTEND FROM TOP PLATE TO CONCRETE SLAB WITH COUPLING SET IN COREDRILLED HOLES FILLED WITH EPDXY GROUT 4. SEE WALL SECTIONS FOR MORE DETAILS. DLVUNINU MLWUIMLU BETWEEN OUTRIGGERS SIMPSON H3 ®EA. 2x4 BLOCKING ® SHEATING OUT JOINTS 4'-0" FROM GABLE END TOE(NAILLS 2x4 BARGE RAFTER CONT 7 t�( SHINGLE STRIP FACIA \\x,4 OUTRIGGER ® 48 O.C.--�7// TOP CHORD OF GABLE END II2x4 BRACE ® 8'-0" O.C. TRUSS DROP 3-1/2" CONT. 2x4 SCA FROM TOP TO B CHORD a 8'-0" GABLE (3) 16d NAILS (TYP. ) i CONT. 2x4 SCAB FROM TOP TO BOT. CHORD ® EA. X -BRACING (PROVIDE ADDITIONAL 2x4' s AT VERT. IF HIGHER THAN 48" TO FORM AN "L" SHAPE) 2x4 SCAB IF VERT. WEB IS NOT PRESENT BOT. CHORD OF GABLE END TRUSS TOE -NAIL TO HEADER w/ 8d NAILS ® 8" O.C. SIMPSON LTP4 OR SEMCO FAP18F ® 48" O.C. ONTINUOUS 2x4 SCAB FROM TOP TO BOTTOM CHORD TO SERVE AS NAILER FOR X -BRACING ® 8'-0" O.C. BOTTOM CHORD OF GABLE 16d NAILS @ 8" O.C. (3) END TRUSS 16d NAILS (TYP.) (3) 16d DOUBLE TOP NAILS PLATE BOTTOM CHORD OF COMMON TRUSSES —2x4 BLOCKING 48" O.C. IN FI TRUSS SPACE CONTINUOUS 2x4x8' #2 SYP. LATERAL BRACE 48" O.C. (3) 16d CONT. 2x4x8' LATERAL 2x4 BLOCKING ® NAILS INTO ___J BRACE ®48" O.C. (SEE 48" O.C. IN FIRST EACH TRUSS DETAIL BELOW) TRUSS SPACE HEADER (SEE PLANS) SOURCE SOURCE SECTION _THRU_GABLE _ENDWALL SECTION _THRU_GABLE _ENDWA�� A g SCALE: NTS SCALE: NTS FIRBERGLASS SHINGLES OVER 2415 FELT 12 ON 1/2" OSB DECK 5 F_ 1 - SIMPSON H8 AT EACH TRUSS METAL EAVE TRIM NOTE: 1.CONTRACTOR WILL i VERIFY ROOF SLOPE PRIOR TO i FABRICATION OF 1 X 4 FASCIA BOARD TRUSSES I FIRBERGLASS SHINGLES 2. EAVE PROFILE TO MATCH EXISTING _ 0» OVER 2-#15 FELT SHALL MATCH 2 X 6 SUBFASCIA BOARD 00 ON 1/2" OSB DECK INDICATED EAVE OR 04 MATCH EXISTING EAVE PROFILE FROM HOUSE. 1X 6 HARDI BOARD 12 12 TOP TRIM BOARD 5 TR US, S 'A' 5 I i I COMMUNITY DEVELOPMENT APPROVED 2 BUILDING SECTION A1.2 SCALE: 1/2" = V-0" PRE ENG WOOD TRUSS SEE BUILDING SECTION O11 _ 4 X 8 HARDI BOARD PANE. 1/2" OSB SHEATHING WITH VAPOR MEMBRANE 2 X 6 STUD FRAMING C 1/2" DRYWALL FINISH —' - 1/2" THREADED TIE DOWN j ROD AT 48" O.C. I 0 U- LU U • M M a1 •1 00 O N N � O N � N M 03 yV `Iv _o 03 rV O U C \ � • v p O QJ N •Sy � c l � V � � #AR 0009774 3 FEBRUARY 2021 LL_ O z m z a ' � `° z < _ Qr 3 m oT CD W I 4" FIBER REINFORCED a SLAB Q ® a .,' ELEVATIONS O ♦ .� 30 MIL VAPOR BARRIER POURED CONCRETE 1 _0 INTEGRAL FOOTER A112] i W/ 245 CONT.