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1648 SEA OATS DR - GARAGE , PORCH % PAVER PERMIT rvL`l:lr, iii:fs CITY OF ATLANTIC BEACH :. s 800 SEMINOLE ROAD �v -'r ATLANTIC BEACH, FL 32233 r:(.J;2>>r INSPECTION PHONE LINE 247-5814 RESIDENTIAL OTHER - SINGLE OR TWO FAMILY RESIDENTIAL OTHER MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RESO18-0049 Description: NEW DETACHED GARAGE , PORCH ADDITION, AND PAVERS Estimated Value: 130000 Issue Date: 9/18/2018 Expiration Date: 3/17/2019 PROPERTY ADDRESS: Address: 1648 SEA OATS DR RE Number: 172020 0234 PROPERTY OWNER: Name: PERRYE JEFFREY H Address: 1648 SEA OATS DR ATLANTIC BEACH, FL 32233-5836 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: E & R ENTERPRISES OF NORTH FL Address: 2628 WEST END ST QA EDWIN CHARLES PUTTBACH ATLANTIC BEACH, FL 32233 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. 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. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. Permit Conditions Page 1 of 2 Enter Permit Number RESO18-0049 View Report kid , 1 of 2 lk H . 100% v Find I Next 14- t;,, w fs'A' •l,, �;_ • '\ Permit Conditions City of Atlantic Beach p9%';s V Permit Number:RE5018-0049 Description:NEW DETACHED GARAGE,PORCH ADDITION, AND PAVERS Applied:8/10/2018 Approved:9/13/2018 Site Address:1648 SEA OATS DR Issued:9/18/2018 Finaled: City,State Zip Code:Atlantic Beach,Fl 32233 Status:ISSUED Applicant:<NONE> Parent Permit: Owner:PERRYE JEFFREY H Parent Project: Contractor:<NONE> Details: LIST OF CONDITIONS SEQ REQUIRED , SATISFY NO ADDED DATE : DATE DATE TYPE : STATUS : DEPARTMENT: CONTACT : REMARKS : 1 8/14/2018 DRIVEWAY APRON INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All concrete driveway aprons must be 5"thick,4000 psi,with fibermesh from edge of pavement to the property line.Reinforcing rods or mesh are not allowed in the right-of-way. (Commercial driveways-6"thick). 2 8/14/2018 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247-5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 3 8/14/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 4 8/14/2018 POST CONSTRUCTION TOPO INFORMATIONAL SURVEY PUBLIC WORKS Scott Williams Notes: If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 5 8/14/2018 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: http://atlanticbeach.trakit.net/trakit/DocumentV fewer.aspx?&report=/Documents/PERMIT... 9/1 8/20 1 8 Permit Conditions Page 2 of 2 Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell"s,Inc.,Republic Services,Donovan Dumpsters). Container cannot be placed on City right-of-way. 6 8/14/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required. 7 8/14/2018 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. 8 8/14/2018 TOPO SURVEY INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Must provide a topographic(TOPO)survey with water retention for final C.O.Inspection. Printed:Tuesday,18 September,2018 TWT 1 of 2 http://atlanticbeach.trakit.net/trakit/DocumentV iewer.aspx?&report=/Documents/PERMIT... 9/18/2018 1 �5..vi;4., City of Atlantic Beach APPLICATION NUMBER 4' AA-s l„ Building Department (To be assigned by the Building Department.) 1s 800 Seminole Road c`�E- // /j ;� Atlantic Beach, Florida 32233-5445 • K) C(e) _co4 ...-ort- ci Phone(904)247-5826 • Fax(904)247-5845 /iC. opt �? Email: building dept@coab.us AUG 13 2018 Date routed: S /lCity web-site: http://www.coab.us i Ir APPLICATION REVIEW AND TRACKING FORM Property Address: i 24 3 c--: e;A CATE, Department review required Yes No Buil inc _ Applicant: L R E-,fU Z" ZPk IS cS z Planning &Zoning ` Tree Administrator Project: `\ 3 -� ` �4tac: - (.1ublic Works Public Uti i lyes PPOirE --,C iluiltai Fire Services Review fee $ Dept Signature ,"c„.........----, 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 I First Review: ❑Approved. ❑Denied. I Not applicable (Circle one.) Comments: / (�' BUILDING [ L -00k l0 tav e 'artA 1CIAei PLANNING & ZONING Reviewed by: -7W/ U 1 Dater f TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. Not applicable PUB _WORK Comments: P B L I5-1TI_IT1 t PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 CJ:Ly;y, City of Atlantic Beach APPLICATION NUMBER (c5 Building Department (To be assigned by the Building Department.) 1` 800 Seminole Road / /�r—�,/� _ _ �,, Atlantic Beach, Florida 32233-5445 ��\g `w`k i '' ' Phone(904)247-5826 • Fax(904)247-6845 AUG 13 2018 r E-mail: buildin de t coab.us Date routed: �r ft C5 /172, City web-site: http://www.coab.us ,,: �y_ APPLICATION REVIEW AND TRACKING FORM 1 '4 .. c1ATS ent review required Yes No PropertyAddress: ` ��;�} Buil • Applicant: L R\ -, -Elepk(c_S Planning &Zoning-1j r-� Tree Administrator Project: .ME,./AD (;QG q ( G.� , I'�©P— k (—Pak Works T public Uti i i - � Pckvas 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 Plans-bo i v e.. -b laser-fiche PLANNING &ZONING I f`C-71, Reviewed by: //17, _ ; , Date: `T' I� TREE ADMIN. Second Review: Vpproved as revised. Denied.n ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by;1 Date: r---64-0 FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 s ITY OF ATLANTIC BEACH AUG 2 9 2 800 Seminole Road 1-3 -28 Atlantic Beach,Florida 32233 4.0) ;3 a% Y: REVISION REQUEST/ CORRECTIONS TO PLAN REVIEW COMMENTS Date tJ-,Rg'`8 Revision to Issued Permit Corrections to Comments Permit# f eS b 1 (5— (-)n`-G Project Address tug- 8 Sea, Oa is 4 i L c=` C 1 Ft. 3 Z Z-2 3 Contractor/Contact Name E PSB vie_C+ Phone 210 q " ,2(0- SS--(2� Email IL✓1 D 11 b.G.0 e 3 ylic, ) :(0 Description of Proposed Revision/Corrections: Permit Fee Due $ F(Abt[C W02. K-S 6 (Ckvvi ) -e Ql- . SCOH 04 ; lie S �- _(:3S Additional Increase in Building Value $ Additional S.F. By signing below,I l: A p, " h e f). affirm the Revision is inclusive of the proposed changes. rinted name) Cw/3 e. 2 e- / Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved 7 Denied Not Applicable to Department Revision/Plan Review Comments f kV\S "b0 i cwt it) La rek- c 14 D artment Review Required: Buil . i /Ij / I/� ./I . �'IW'Or/ _ Hing & Zoning 'eviewed Tree Administrator uis Works f---- ---pPudic Utilities Public Safety ate Fire Services r CITY OF ATLANTIC BEACH '' J' Department of Public Works 1200 Sandpiper Lane L. Atlantic Beach, FL 32233 J,ily (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 8/14/18 Applicant: E & R Enterprises of North Florida Permit#: RESO18-0049 Email: edwinputtbach@gmail.com Review Status: DENIED Property Owner: Jeffrey&Tina Perrye Site Address: 1648 Sea Oats Drive Email: jeff@perrye.com THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: • Provide drainage plans showing site topography (flow arrows, etc.). • Provide manufacturer's cut sheets for 50%credit on pervious pavers. • Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. APPROVED �D • Provide detailed plans showing proposed water retention. • Documentation shows impervious areas are over the 50% allowed by City code. e 0 PUBLIC WORKS CONDITIONS OF APPROVAL: g..,6, J/(The following comments will be printed on your permit as Conditions of Approval) • All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. • Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (247-5814) to request an Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go the retention area and retention overflow must run to street. • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapell's, Inc., Republic Services, Donovan Dumpsters). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • All runoff must remain on-site. Cannot raise elevation. • Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. • Pervious pavers must be used to receive 50%credit. Page 1 of 2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES018-0049(E&R Enterprises).docx ' J. Scott Williams, Public Works Director swilliams@coab.us/904-247-5834 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. Page 2 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES018-0049(E&R Enterprises).docx \V� iiiiillt1 Comp. By: S/W r Date: 8/15/2018 iiiii, f3 v? Public Works Department City of Atlantic Beach Permit No: RESO 18-0049 Address: 1648 Sea Oats Provided Storage: Elevation Area Storage (ft) (ft) (ft3) 10.0 144 0 BOTTOM size 18 X 8 10.5 200 86 TOB size 20 X 10 Elevation Area Storage (ft) (ft) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Elevation Area Storage (ft) (ft2) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Inground storage=A*d*pf A=Area= 200.0 d=depth to ESHWT= 7.0 pf=pore factor= 0.3 Inground Storage= 420.0 ft3 Required Treatment Volume= 458 ft3 Supplied Treatment Volume= 506 ft3 Retention Sea Oats 1648 8/15/2018 Jas L, Comp. By: S/W Date: 8/15/2018 15.1111W Public Works Department City of Atlantic Beach Permit No: RESO 18-0049 Address: 1648 Sea Oats Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C =Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 11,900 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" Wtd"C" Impervious 5,212 11,900 1.00 0.44 Pervious 6,688 11,900 0.20 0.11 Runoff Coefficient(C)= 0.55 Runoff Volume V= 0.55 x 11,900 x 9.3 / 12 V= 5,076 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 11,900 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft) "C" Wtd "C" Impervious 5,950 11,900 1.00 0.50 %ISA= 50.0% Pervious 5,950 11,900 0.20 0.10 Runoff Coefficient(C)= 0.60 Runoff Volume V= 0.60 x 11,900 x 9.3 / 12 V= 5,534 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 5,534 - 5,076 DV= 458 ft3 Retention Sea Oats 1648 8/15/2018 PROPER INSTALLATION OF SILT FENCING Filter Fabric Backfill the fence on Backfill your silt the receiving -42-7 fence 4 inches down direction of runoff nh111 - from your site -+ 1wl and 4 inches across INSTALLING A FILTER FABRIC SILT FENCE SOURCE: HYDRODYNAMICS, INC. , Post!Options:2"x4'Or 4 Optional Past Position Principle Post Position !Canted 20' Toward Flow) 2f urn.Ole. Wooce Sloe/ Filter Fabric(in 8. 1.33 Lbs/Ft.Mind 6'Max. Conformance With t, Sec. 985 FOOT Spec.) E _ '_I�n_, _.I_.-�\ i I' Filter Foarlc Nil r III I u1 slit Flow I y Lt II II 4 I I t, ba PM II � i t —v V LJ .. ELEVATION SECTION TYPE . I SILT FENCE Poultry Meeh tMO. Ga. Min.) (,/Or Noe APonca:O:%.: (index No.452&Sec. 985 FDOT Spec) Optional Post Positions Principle Post Position (Options 4'x 4 Or Ie (Canted 20°Toward Flaw) tin.Die. Wood: Steel 1 I. Poultry Mash Or Lbs/Ft.Min.) 1d Max. Filter Fabric(In o� Type A Fence Fabric Conformance With o —11,_____—____I Fitter Fotric Sec.985 FOOT spec.) , , I I , I I__�A� I /". :, lit n I Silt Flow It II I I i ELEVATION , SECTION Note: Slit Fence to be paid for under the contract unit price for Stoked Slit Fence!LF). TYPE 21 SILT FENCE Pkir‘-t R [64 8 si,..-a- oma- S- .,. .,. TWASHINIMMEEM@Easassow ,,,,e,r.'41...T1471.71 ,f4;..,1,,,,, e= remron ".'.m.tiis:..:•-.,•,+ ��R�+sM''+tta°�'Y" }T',:. '. f b tiz fa�xsi [, - 7. kyr � .�� l�bi.` °^Its[ i GostaAhitfa�V,L i ;;;I*. . r ._ 0Ger / Oe make it easy zti. :.. c�L .sf-•;.r _ `~ ~'.� Pervious Pavers x Z ::• -,'-:-.44-c.;'' r'`�S'` .. . ?f �(�f" _ ,s Ma i'. ---); 4 • J The porous appearance of these units allows.rainfall to directly enter and pass though because concrete has no fines. Like other pavers, the units are fitted together over bedding, pea gravel is recommended. Sanding the joints is not recommended as this could clog the pavers. Porous units do not meet the requirements of ASTM C 936; however,these units have strength of 4,000+psi with a permeability of over 40 inches per hour. The best use is for pedestrian areas, bicycle paths, and residential applications. We offer pervious pavers in our 4x8, Old Towne, 6x9, and 6x6 profiles and in all of our standard blends. Some of the benefits; • Reduction of runoff by as much as 100% from frequent, low-intensity and short duration storms. • Increased recharge of ground water. • Eliminates flooding and puddling in parking lots • Reduction or elimination of retention ponds • Conservation of space on site and reduction of impervious cover More info is available at ICPI website; http://www.icpi_org/design/permeable pavers_cfm Tremron Group, Arcadia (863) 491-0990 www.tremrongroup.com QORE PROPERTY SCIENCES Plant: Tremron—Arcadia, Florida Job No: 27772 Client: Tremron Report No: 347424 Report Date: 7/24/07 Unit ID: Echo Stone Pervious Pavers, 7/9/07 Received Date: 7/12/07 TESTING OF SOLID CONCRETE PAVING UNITS Compressive Strength —test date 7/23/07 at 14 days of age Unit No .. :: ,4A ..' 4$ . C.. Average_ Received weight, lbs 9.17 9.29 9.53 9.33 Width, inches 6.26 6.32 6.32 6.30 Height, inches 2.40 2.37 2.40 2.39 Length, inches 9.42 9.42 9.43 9.42 Saw-cut length, inches 4.71 - 4.77 4.70 4.73 Net Area, in2 29.48 30.15 29.70 29.78 Load, lbs 139,380 132,760 137,850 136,660 Compressive Strength, psi 4,730 4,400 4,640 4,590 Compression tests were performed in accordance with ASTM C140. '• ' :Ung No Peirneablifiy 4D - 44.4 inches/hour(3.1 x 10"2 cm/s) • • Respectfully submitted, QORE, Inc. ussell Scribner Materials Laboratory Manager Report Distribution: Tremron/Mr. Mike Somers 11420 Johns Creek Parkway Duluth,Georgia 30097 (770)476-3555 fax(770)476-0213 rr1+`Jj�� CityofAtlanticBeachAPPLICATION NUMBER Building Department (To be assigned by the Building Department.) - `- 800 Seminole Road /-�-, r - Atlantic Beach, Florida 32233 5445 R eso(5 "w4 \J Phone(904)247-5826 • Fax(904) 247-5845 r -<...-.../.....01119',- E-mail: building-dept@coab.us Date routed: /i ' 45 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: '4 3 Se.A Q( .�� ent review required Yes o -• t l Buil • Applicant: l�',Iv`r ePP tc.s S . Planning &Zoning) Tree Administrator Project: 1\.\ta C;A2A€ Po zei.4 blicWorks ublic Uti itte„ Pkrea& ub5ic bafely 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: 11 'Approved. ebenied. ❑Not applicable (Circle one.) Comments: BUIL ID N PLANNING &ZONING Reviewed by: riA Date: " /7. TREE ADMIN. Second Review: i/A roved as revised. Denie . pp ❑ ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES p PUBLIC SAFETY Reviewed by: Date:9-141r FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 r„t\i„, i r 1 ,j. I :* \','' CITY OF ATLANTIC BEACH 4 #,' 800 SEMINOLE ROAD r: ATLANTIC BEACH, FL 32233 (904)247-5800 '�Jl,l,r BUILDING REVIEW COMMENTS Date: 8/17/2018 Permit #: RESO18-0049 Site Address: 1648 SEA OATS DR Review Status: denied RE#: 172020 0234 Applicant: E & R ENTERPRISES OF NORTH FL Property Owner: PERRYE JEFFREY H Email: edwinputtbach@gmail.com Email:jeff@perrye.com ~ Phone: 9046265656 Phone: 434-3437 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. From the 2017 6th Edition of the Florida Existing Building Code, choose a method of construction compliance and alteration level. Place this information on the cover page of the Structural page S-5, under General Structure Notes, or page SPI of the design plans, under CODE REQUIREMENTS. 2 COPIES. 2. The footer section detail A-A, shows a footer depth of 18 inches, 12 inches below grade and 6 inches above grade. Requesting that the 6 inches above grade be increased. Once sod is installed it would reduce the required 6 inch exposure for the termite inspection zone. The 12 inches of the footer below grade is the minimum amount that is required. Change and resubmit footer detail dimensions for detail A-A. 2 copies. 3. The Product Approval#FL3418 was submitted for the Certain Teed Vinyl Vented. The FL#actually is for a cement board product for Panel Walls for siding. Please submit the correct FL#s for the Harding Lap 7.25 siding, and the installation instruction, an the ICC-ES Evaluation Reports for the siding material. We are taking a closer look on the installation of siding in Atlantic Beach. Correction will be made by you on the Product Approval Information Sheets. 4. Product approval information is needed for the roof underlayment and roofing cover material. To be corrected by contractor on Product Approval Information Sheets. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road e s 9_1ki OFFICE COPY CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 41'111 01' REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS S- g`lcg ✓! Re (9 ( 8 - 004--r Date Revision to Issued Permit Corrections to Comments Permit# Project Address L rO C{ Sea- ate S 4 4 [ ' C & t FL. Z Z 2 Contractor/Contact Name EP FSB i4c -+ Phone 0 cf - (D,2Co` S� -- Email s2 i✓1 p [- bG4-C_ e 3 016 ‘ ) :(o n Description of Proposed Revision/Corrections: Permit Fee D ue$ 50. o C *'U 2 C w 02t‹..s i- gu., (d 3 -Qc+ SC® t+ VVu �� 3 C)," .0 s Additional Increase in Building Value $ Additional S.F. By signing below,I L_ A C c't -2 c'—k affirm the Revision is inclusive of the proposed changes. ranted name) C' 6). 2 / F Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments D artment Review Required: Buil . /71)--- ning &Zoning eviewed By Tree Administrator u is Works p/ Pu lic Utilities ''-/O —/ 0 Public Safety Date Fire Services If------ . jS� CITY OF ATLANTIC BEACH JT r' OFFICE COPY 800 SEMINOLE ROAD �� r ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 8/17/2018 Permit#: RESO18-0049 Site Address: 1648 SEA OATS DR Review Status: denied RE#: 172020 0234 Applicant: E & R ENTERPRISES OF NORTH FL Property Owner: PERRYE JEFFREY H Email: edwinputtbach@gmail.com Email:jeff@perrye.com Phone: 9046265656 Phone: 434-3437 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. CorrectionSo . ' rom the 2017 6th Edition of the Florida Existing Building Code, choose a method of construction compliance and alterati i • level. Place this information on the cover page of the S al page S-5, under General Struc - kid _ . .._- ' s the design plans, under CO D • ' QUIREMENTS. 2 C• 'IE- he footer section detail A-A, s ows a footer depth of 18 inche , 2 inches below : : • - and 6 inches above grade. Requesting that the 'i ches above grade be '• reased. Once sod is installed i : d reduce the required 6 inch exposure the termite i .ection zone. The 12 inches of the footer be • • gra•e ' e-minimum amount that is req 'red. C•.nge and resubmit footer detail dimensions for d- - 1 -: cosies. . —'• - ' :: . - - : : : . • _ 4 : . _ _ _ - --: .. • - -e am ee• •inyl Vented. The ' actually for a cement board product for Pan- ' alls for sIg. Please submit the correct FL#s for the Harding Lap 7.25 siding, and the install. 'on instruction, an tilt CC-ES Evaluation Reports for the siding material. We are taking a clo!-r look on the installation o idin: in Atlantic Beach. Correction will b- ma•e •y y• . • ' :. . ' id= _- . . .,e. n..:...41•TMCIIIrA. C. 5'/Zj/!,'r,, . •'-i---o-duct approval in ormation is needed for the roof underlayment and roofing cover material. To • • . - -. •y • s . s • l 'roduct Approval Information Sheets. �tc— S,/Z y! /111 ?"-10- ik Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road C 1-,1.01;Le ci 'cry i�e k. Co m fV1 0 •n �f �'�I ? 1 � riffYk 6, , ' -, Building Permit Application updated 5/5/17 fff � .'4 4=- _) City of Atlantic Beach • c rt j„a-- 800 Seminole Road,Atlantic Beach, FL 32233 Phone:(904) 247-5826 Fax: (904)247-5845 Job Address:XGfig .Se,— OI L31-z-31 RESo( o a. A1t�4 �:e /�e.e4 / 3Permit Number: ©` Ao .(9 Se CV/. em err' Legal Description 3 •,S”/• o �'- o2S- 2'/( gen��/ ;-r- c L.r !s- Arts A /3 RE# 172-02.0 - O t 3 V Valuation of Work(Replacement Cost)$ -,... -.1 /` Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Move 0 Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial sidentia • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes EG N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: NEW P T#TC4J E7 A. .AG,a-, R�—;14-e. f'oRc}} a 4DD1 t I04 WITH 0V EI2.iCR.0%Nit11/41� Florida Product Approval# S .111 Pdlt for multiple products use product approval form Property Owner Information Name: eOe 4. -. 7',-„c, P er le-- Address:f 6 Yi Seal. O4 rs • fir•. City Arz-o&- 77c f c.e l, State f(.. Zip 32 2..3 I Phone - Fe y- Y3 y- 3 y3 7 E-Mail ..)e/� .•.•ye. C...., .. Owner or Agent(If Agent,Powe of Attorney or Agency Letter Required) C7 , e,. Contractor Information PI-Da-IDA Name of Company: �4 R ev-rJc�f�•iS�S o+ o8?4} qualifying Agent: LAW i 1'1/41 c. f'urrsr4 c-44 Address 2(0.28 W esT 040. -VC city/M 4M7IG State FL- • Zip 3 12-33 Office Phone Job Site/Contact Number f O' - 4.Ai"- 54.S State Certification/Registration#COC 1504458 E-Mail e4..w LA 1 4+•bA_cl Q q m0..' L . co tam Architect Name&Phone# ,/ V Engineer's Name&Phone# -4/,El Y. LIE 94Y+- 2 34}- 35i g Workers Compensation EXemer 7-30 - .Z C/7 Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLSOO„5„FU.]gwEs,,\OILVERSA HEATERS,TANKS,and AIR CONDITIONERS,etc. OWNE ' IIEj t'4jr:j•cgriifythat all the f'oregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNI G RESULTIIONOTICEUR FAILURE TO RECORD A N 9dUR PAYINGTWICE ORM RO EMEE TS TOYOUR PROPERCOMMENCEMENT Y. IF YOU INTEND TO OB AIN_FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECAQ,`i . 28Pr '0ei@@tpF COMMENCEMENT. t • 'flan is :ea l (________.0 putit --uL (Signature of Owner Agent)or (Signature of Contractor) (including contractoractor)) ; - :ned and sworn to(or affirmed)before me this I./1 day of Signed and sworn to(or affirmed)before me thilPretlay of /11' , L+ /i , by itifH 41-e--- ridirk .�.L7n...s, S'•n.tu . .t.r� ( tFrith yNotary) ;,i>"", PO!'� ::'A,NE COCKER sate Of Florida ,, _ Naar ub c-State of Flcride on��(4n�1 Commissic C{'864.5 My ersonall Known OR ---f, ,o`� .- My Comm.Expires F. •5 2C22 COMmirSlonNo.GG93756 V ]Personally Known OR Bonded through hatiera:\xs-v Asir- [ ]Produced Identification I Produced Identification_ Type of Identification: Type of Identification: )'L -Dv L‘C . IL, 2-3\ 2020 ORGY . eOerrn?/ RESc/� —oQ '9 TICE OF COMMENCEMENT State of FLo r i 11- County of 42.. ✓cam Tax Folio No. 1120.240 - 03 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�1in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: 3 Z - ,c/ O 9 - ..S- 2.9 C. rel ft ec' .17, 1.-4.7 c 'J C.k / 3 Address of property being improved: la g Se ca (>47_1 Dr. 4/t.,1 •c /3c a c , /`� 3 2 2-3 3 General description of improvements: N esa Qtr POOR.C k-, ti"1 00 oe Frt�..wti�n q Owner: ... /pi s I 1 ei flrj t- Address: -fA••. e /rV ieSQa- Odes 2) r Owner's interest in site of the improvement: Oa..A Mk rl'Tt c Bch. f• 3 v2-33 • ee Simple Titleholder(if other than owner): Name: t ,f, f Jontractor: E�! R � �� .S'�S Ie"� 401.1-1A. 1 C�!t ,di tJ�- L Lc. -}- -�-� 2 c�cL cL. 31-233 Address: 2,Go.2� �QS`�" L (11GS1 � � OI..L6 C e Telephone No.:*4' 2)O. 215'5 Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Doc#2018188004,OR 9K 18487 Page 40F Number Pages: 1 Name and address of any person making a loan for the construction of the improvements Recorded 08/09/2018 02.20 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL Name: COUNTY RECORDING $10.00 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: 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: 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 Signer Date: i /' / L• / g Before me th' s i day of ... tin t e County of Duval,State Of Florida, . personal/ appeared ..J Er err j e- := r;'••._ RONALD WAYNE COOPER 1 Personally Known: or :# Notary Public-State of Florida 1 Produced Ident :;41. : , �` Commission GG 1864?s ��1 - Notary Pub ►`! My Comm.Expires Feb 1 S,2022 My commission e r ices: �ii ,."..Bonded through National Notary Assn. 0Q( rT�1 yr�f City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) ` 800 Seminole Road �j 5 Atlantic Beach, Florida 32233-5445 E Oc8 -coo Phone(904) 247-5826 • Fax(904) 247-5845 c� 01119E-mail: building-dept@coab.us Date routed: /14( 5 //I City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: i 64 3 F f} c1AT -C Department review required Yes No Buil Applicant: 1 S rE p2(SE-S Planning &Zoning Tree Administrator Project: tD C-�:tRAG.c I OZet-k L. Public Works Public Uti i PAVea—Cic a�et y Fire Services Review fee $ Dept Signature Review or Receipt Other Agency Review or Permit Required of Permit Verified By_ Date 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: pproved. Denied. Not applicable (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: `; Date: 61— (3— ig TREE ADMIN. Second Review: I !Approved as revised. Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. nNot applicable Comments: Reviewed by: Date: Revised 05/19/2017 .-•r`t'e" Building Permit Application Updated 5/5/17 1, _ V City of Atlantic Beach DV - 800 Seminole Road,Atlantic Beach, FL 32233 N..:_-ort s)! Phone:(904) 24T5826 Fax: (904)247-5845 r�fig st� s R ESot Job Address: GL.�s �, �%�n ire—� /�i.e,� /i't 3 permit Number: O`0021 9 Legal Description1- Se C✓s. M�rA p g P 311' o • - s- 2 'f /."'7' [.cA RE# i72.0Zv — OZ37 Valuation of Work(Replacement Cost)$ _-..,. .-1K Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): Ne Addition Alteration Repair Move o Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial sidenti • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes <Ea N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: /Vg-k] perTi41t11 L •I4i2A42,E, RE'A-se foRP14 4,DDITi oma/ W ITN ov tee. siiiN14, Florida Product Approval# SIIna F-09111A for multiple products use product approval form Property Owner Information Name:./.0i•1 + 7.-^e... Pe re le__ Address: /G y$ Se& 04T1 . Dr•. . City Ar gp,w;-c i c.e,.4AL., State � Zip 3 Z2....5 L- y I Phone F. Y3 - 3 y3 7 E-Mail .,.I•f f e_ / ,-,..!./.e.... C,,,.,, Owner or Agent(If Agent,Power"'of Attorney or Agency Letter Required) c9 1....0'le d, Contractor Information FLazo A Name of Company: M.et R. eNT o f 1loQ'j{•} qualifying Agent: I T W I P ,l C. tsT Taro GirlAddress 2(p Z 8 W CST 04D. ' city/m.4471c :tel' . State FL. • Zip 3 2.2.3-3— Office 2.3-3—Office Phone Job Site/Contact Number • i ' - b illo- - S - State Certification/Registration#COC 150 4158 E-Mail e,W i.h 1 4 w • At, Q q m0.i . Go on Architect Name&Phone# �J Engineer's Name&Phone# -,iA E Y. LEC `dol}- 2 31{- 351 S Workers Compensation ),e-m9 1-30 - aoici Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLSO(S„FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. OWNE R ff,ElpAl(�,T:lcgrt<ify that all the1foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. NEA4YOUR FAILURE TO RECORD A NT MAY RESULT WARNINGN ?MRONOTICE AYING TWICEE ORM ROV MEENTS TOYOUR PROP RTY. IF YOU INTEND TO OB AIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE REC�is ' �2I i • 5 ,F COMMENCEMENT. t • �iarnic :ea , r1(____,c euui--t-t, (Signature of Owner or Agent) (Signature of Contractor) (including contractor) • �/ - .ned and sworn to(or affirmed)before me this I f 1 day of Signed and sworn to(or affirmed)before me thiil tlay of A*,4 I,�5-, ZIO /i2011,by ,,,h . fr ,p-t_- wriattas S'•n-tu - • •t•451 ( Notary) .:,`°i: . FO pg:vA,'NECOODER ate of Saida Ny . Nctar ubiic-State of Florida E�. q Corhroissic-=GG•86�.s ^MNW 2 f ersonally Known OR a 5 My Comm.Exaires Fr••; 2C22 COillttli8SI0f1 No.GG 93756 Bonded through tiatic^a:\c-a-y a;;-. ]Personally Known OR [ ]Produced Identification ]Produced Identification Type of Identification: Type of Identification: FL 1v LA L • 11—S 2.-31 24)2.O • A ilackod 6--c, Q/5'42_ . , Builder: Job Info: St.Augustine -House Job: J180628-R (ET° File# Sales: Ryan Gyuris Design: Ashley Casey Page: 1 of 1 Job: Report&Del. Date: Perrye Residence Manning Building Supplies Rep. Date:7/24/2018 1648 Sea Oats Dr Jacksonville, FL 32256 Atlantic Beach FL Phone: (904) 268-8225 Fax: (904) 260-2981 Cover Sheet Roof Trusses QTY (Shipping) Base Span OVERHANG CANTILEVER STUB DIAGRAM PLY PITCH LABEL HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT (1-11-09) �""� 2 2.5/12 A01 1-09-05 21-11-00 2 x 4 1-00-00 1-00-00 - - - - ....e21:32L21Th...... (2-04-09) 2 2.5/12 A02 2-02-05 21-11-00 2 x 4 1-00-00 1-00-00 - - - - (2-09-08) 4 2.5/12 A03 2-07-04 21-11-00 2 x 4 1-00-00 1-00-00 - - - (1-11-09) 10 2.5/12 J01 1-09-05 7-00-00 2 x 4 1-00-00 - - - (1- - 8 2.5/12 J02 1-04-05-04-05 5-00-00 2 x 4 1-00-00 - - (1-01-09) 8 2.5/12 J03 11-05 3-00-00 2 x 4 1-00-00 - - (1-11-07) 4 1.77/12 J04 1-09-03 9-10-01 2 x 4 1-05-00 - - - - 38 2-09-08 348.68 7/24/2018 10:45:59 AM Ashley Casey-AC2359 1 of 1 -- ist Lumber design values at*i5 in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. , MiTek RE: J180628-R - Perrye Residence MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: E & R Enterprises Project Name: Perrye Residence Model: Lot/Block: Subdivision: Address: 1648 Sea Oats Dr 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 8.2 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 7 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 1 Date Farg, LEE J.ENGINEERING,INC. JAE Y.LEE P.E. 1 T14646339 A01 7/24/18 10381 CYPRESS LAKES DRIVE, 2 I T14646340 I A02 7/24/18 JACKSONVILLE, FL 32256 3 T14646341 I A03 17/24/18 904-519-1934 4 I T14646342 J01 I 7/24/18 P.E.31276 C.O.A.27140 5 j T14646343 J02 17/24/18 6 T14646344 J03 17/24/18 7 T14646345 j J04 17/24/18 11 The truss drawing(s) referenced above have been prepared by �0 e, A ll4 MiTek USA. Inc. under my direct supervision based on the parameters %.`��, q<e �e, provided by Manning Building Supplies. 1'Cs� f C E�N Se 9i�,�,,� Truss Design Engineer's Name: Albani, Thomas ,No 39380 My license renewal date for the state of Florida is February 28, 2019. * • = IMPORTANT NOTE: The seal on these truss component designs is a certification '� 1. • STATE OF : <L/: that the engineer named is licensed in the jurisdiction(s)identified and that the .O•, <V designs comply with ANSIITPI 1. These designs are based upon parameters i .(‘••,�` p shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ,�� ••4 O R 1 P•.• shown ffiileen to MiTek. Any project specific reference purpose only,and was not�taken into accon dount ined is othe preparation ofr MiTek's ers ,��SS;O• N A, ��,` these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Thomas A.Albani PE No.39380 should verify applicability of design parameters and properly incorporate these designs MITek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: July 24,2018 Albani, Thomas 1 of 1 Job Truss Truss Type 1 Qty I Ply Perrye Residence • 114646339 J180628-R A01 Hip Girder 12 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 09:45:23 2018 Page 1 ID:L4jtNCgaCB8H 1 lbgh9unJMyuubM-yrtpwQKng6NDHoP_QcVhFz8oBAJw14Ba3sXCYyyuuPw -1-0-0 4-1-13 7-0-0 10-11-8 14-11-0 17-9-3 21-11-02-11-0 1-0-0 I 4-1-13 2-10-3 I 3-11-8 3-11-8 I 2-10-3 I 4-1-13 '1-0-0 Scale=1:39.4 Special NAILED Special 2.50 12 6x12 M18SHS= 1.5x4 II 6x12 M18SHS= NAILED NAILED 4 21 22 5 23 24 6 3x4= 3x4 LI4 El 8 an 2 d�' _� 9 nn lin nn 9 Ia, d 14 1325 12 26 11 10 3x12 M18SHS= 1.5x4 II 3x4— NAILED 7x10 MT2OHS= NAILED 3x4= 1.5x4 II 3x12 M18SHS= Special NAILED Special ' 4-1-13 7-0-0 I 10-11-8 I 14-11-0 I 17-9-3 i 21-11-0 4-1-13 2-10-3 3-11-8 3-11-8 2-10-3 4-1-13 Plate Offsets(X,Y)-- 14:0-6-0,0-2-41,16:0-6-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.65 12 >405 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.96 12 >273 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.22 Horz(CT) 0.15 8 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:95 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied. 4-6:2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 4-5-9 oc bracing. BOT CHORD 2x4 SP 2250F 1.9E WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1682/0-3-8,8=1682/0-3-8 Max Horz 2=38(LC 21) Max Uplift 2=-862(LC 4),8=-862(LC 5) FORCES. (lb)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-6641/3246,3-4=-6590/3249,4-5=-7342/3590,5-6=-7342/3590,6-7=-6590/3250, 7-8=-6641/3247 BOT CHORD 2-14=-3167/6483,13-14=-3167/6483,12-13=-3170/6509,11-12=-3132/6509, 10-11=-3131/6483,8-10=-3131/6483 WEBS 3-13=-502/409,4-13=-223/619,4-12=-489/982,5-12=-445/325,6-12=-489/982, 6-11=-223/619,7-11=-503/410 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=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=862,8=862. 8)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)182 lb down and 240 lb up at 7-0-0,and 182 lb down and 240 lb up at 14-11-0 on top chord,and 412 lb down and 218 lb up at 7-0-0,and 412 lb down and 218 lb up at 14-9-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Thomas A.Albani PE No.39380 LOAD CASE(S) Standard MiTek USA,Inc.FL Cert 6634 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610 Uniform Loads(plf) Date: Vert:1-4=-54,4-6=-54,6-9=-54,15-18=-20 July 24,2018 Cnntinr ori nn nano 9 0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev.10/032015 BEFORE USE mill , 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 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,seeANSUfPI1 Wally Cleft 058.19 and ICS/Ne/ding Component 6904 Parke East Blvd. Safety k crmaNernva1able from Inas Plate Institute.2t8 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty 1131Y Perrye Residence T14646339 J180628-R A01 Hip Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 09:45:23 2018 Page 2 ID:L4jtNCgaCB8H 1lbgh9unJMyuubM-yrtpwQKng6N DHoP_QcV hFz8oBAJwl4Ba3sXCYyyuuPw LOAD CASE(S) Standard Concentrated Loads(Ib) Vett:4=-135(F)6=-135(F)13=-412(F)12=-70(F)5=-108(F)11=-412(F)21=-108(F)24=-108(F)25=-70(F)26=-70(F) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.10/032015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall budding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k is always required for stability and to prevent collapse wllh possble personal injury and property damage. For general guidance regarding the fabrication.storage,delivery.erection and bracing of trusses and truss systems,see/1MfM/M!QuallyCINNb,058-89 and BCSI Bolding Component 6904 Parke East Blvd. SdWybrlolmaSanuvadable from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Perrye Residence , T14646340 J180628-RA02 Hip '2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 09:45:24 2018 Page 1 ID:L4jtNCgaCBBH 11bgh9unJMyuubM-01 RB8mL0bPV4uy_BzJ1 woBh4taeC1 XtjHW Gl5PyuuPv -1-0-0 5-1-13 9-0-0 12-11-0 16-9-3 21-11-0 11-0 1-0-0 i 5-1-13 3-10-3 3-11-0 3-10-3 5-1-13 1-0-0 Scale=1:39.2 4x4= 4x7= 2.50 12 4 18 19 5 2x4; � .0 x4 s 3 6 u0 N 2� Ii 17 J N 7 1 2 iae 8 _m ei I 10 9 3x6= 5x10= 3x5= 3x6 9-0-0 12-11-0 21-11-0 I 9-0-0 3-11-0 j 9-0-0 Plate Offsets(X,Y)-- ]2:0-3-5,Edge],[5:0-5-4,0-2-0],(7:0-3-5,Edge],(10:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdef I L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.24 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.47 9-16 >562 180 BCLL 0.0 * Rep Stress Incr YES WB 0.19 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:92 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-8 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=867/0-3-8,7=867/0-3-8 Max Horz 2=45(LC 8) Max Uplift 2=-411(LC 8),7=-411(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2936/1446,3-4.2379/1123,4-5=-2299/1121,5-6=-2359/1116,6-7=-2934/1445 BOT CHORD 2-10=-1374/2869,9-10=-1021/2306,7-9=-1378/2866 WEBS 3-10=-594/377,4-10=-61/313,5-9=-57/317,6-9=-611/383 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=4.2psf;BCDL=3.0psf;h=25ft B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-6 to 1-11-10,Interior(1)1-11-10 to 9-0-0,Exterior(2)9-0-0 to 17-1-8,Interior(1)17-1-8 to 22-11-6 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)Provide adequate drainage to prevent water ponding. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) 2=411,7=411. Thomas A.Atbani PE No.39380 MiTek USA,Inc.FL Celt 6834 6904 Parke East Blvd.Tampa FL 33610 Date: July 24,2018 0 WARNING-Verify design parameter's and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10032015 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,notla 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 arta permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Inlury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing o1 trusses and truss systems,sreANSI/IPII Qualify CIIhda,DS849 and SCSI bulydirp Component 6904 Parke East Blvd. Safety Monnatotervdiable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Perrye Residence 114646341 J180628-R A03 Common 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 09:45:25 2018 Page 1 I D:L4jtNCgaC B8H 1 Ibgh9unJMyuubM-uE?ZL6M2LjdxW 5ZNX 1 Y9KODGgz?1 m?js W 901dryuuPu -1-0-0 6-1-9 10-11-8 15-9-7 21-11-0 11-0 1-0-0 6-1-9 I 4-9-15 4-9-15 6-1-9 1-0-0 Scale=1:38.5 4x4= 2.50 12 4 1.5x4 17 ii 18 1.5x4 3 5 111111I I 1619 6 m1 2 rt• 01°A I r PP/Ai 7 m 3x6= 8 5x5= 3x4= 3x6=- 7-8-14 7-8-14 14-2-2 I 21-11-0 7-8-14 6-5-4 7-8-14 Plate Offsets(X,Y)-- [2:0-3-5,Edde],[6:0-3-5,Edge],[9:0-2-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdetl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.23 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.43 8-9 >617 180 BCLL 0.0 * Rep Stress Incr YES WB 0.16 Horz(CT) 0.08 6 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:86 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-5 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=867/0-3-8,6=867/0-3-8 Max Horz 2=53(LC 8) Max Uplift 2=-400(LC 8),6=-400(LC 9) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2875/1199,3-4=-2546/1025,4-5=-2546/1025,5-6=-2875/1199 BOT CHORD 2-9=-1130/2803,8-9=-750/1921,6-8=-1135/2803 WEBS 4-8=-261/690,5-8=-433/318,4-9=-261/690,3-9=-433/318 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=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-6 to 1-11-10,Interior(1)1-11-10 to 10-11-8,Exterior(2) 10-11-8 to 13-11-8,Interior(1)13-11-8 to 22-11-6 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=400,6=400. Thomas A.Albani PE No.39380 MVTek USA,Inc.FL Cart 6634 8904 Parke East Blvd.Tampa FL 33610 Date: July 24,2018 V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7073 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.Iris 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 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.seeAMW11,II OuaWy C,Mlla,059-69 and BCS/DuwNg Component 6904 Parke East Blvd. Safely rdonnaMonuvailable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Perrye Residence T14646342 J180628-R !Ai Jack-Open 110 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 09:45:26 2018 Page 1 I D:L4jtNCgaCB8H 1 Ibgh9unJMyuubM-MQZyZ RNg61 Io8F8Z5k3Otcm Pi NQbVUN01pls9HyuuPt -1-0-0 7-0-0 1-0-0 7-0-0 Scale=1:15.5 3 2.50 112 ''► I! 9 8 ro G 1 2 = 3x4= 3x4= 4 7-0-0 7-0-0 Plate Offsets(X,Y)-- )2:0-3-5,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.14 4-7 >595 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.23 4-7 >369 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=162/Mechanical,2=316/0-3-8,4=90/Mechanical Max Horz 2=87(LC 8) Max Uplift 3=-116(LC 8),2=-184(LC 8),4=10(LC 8) Max Gray 3=162(LC 1),2=316(LC 1),4=121(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45tt;L=24ft;eave=oft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-6 to 1-11-10,Interior(1)1-11-10 to 6-11-4 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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 3=116,2=184. Thomas A.Albani PE No.39380 IIMTak USA,Inc.FL Cut 8634 6904 Parks East Blvd.Tampa FL 33610 Data: July 24,2018 Ak WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Ma-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Muck®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 uppficcrblilly 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 Milek is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII tawny Clfoda,DSS-89 and CCS/folding Compon4mt 6904 Parke East Blvd. Safety kiaimaitawivclable from Truss Plate Institute.218 N.Lee Street.Suite 312,Nexandria.VA 22314. Tanga.FL 33610 Job Truss Truss Type Oty Ply Perrye Residence T14646343 J180628-R J02 Corner Jack 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 09:45:27 2018 Page 1 ID:L4jtNCgaCB8H 1 lbgh9unJMyuubM-gc7KmnOltKtflPjlfSadPpJfPngnExd9_TVPhkyuuPs -1-0-0 5-0-0 1-0-0 5-0-0 Scale=1:11.8 3 2.50 9 8 1 2 � o = 3x4= 3x4= 4 5-0-0 5-0-0 Plate Offsets(X,Y)-- (2:0-3-5,Edge) LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 . Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=112/Mechanical,2=244/0-3-8,4=65/Mechanical Max Horz 2=66(LC 8) Max Uplift 3=77(LC 8),2=153(LC 8),4=-9(LC 8) Max Gray 3=112(LC 1),2=244(LC 1),4=84(LC 3) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-6 to 1-11-10,Interior(1)1-11-10 to 4-11-4 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 2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except Qt=lb) 2=153. Thomas A.Albani PE No.39360 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 24,2018 6 _ 1 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MIlek©connectors.This design Is based only upon parameters shown,and Is for an individual Wilding component,not a truss system.Before use,the building designer must verify the applicIXNity 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,seeAAW/IPI t Qualy CaM/Av DSD-89 and SCSI Duldhrp Component 6904 Parke East Blvd. !, Safety idgmationwcaabie from Truss Mate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 li Job Truss Truss Type Qty Pty Perrye Residence T14646344 J180628-R J03 Comer Jack 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 09:45:28 2018 Page 1 ID:L4jtNCgaCB8H 1 Ibgh9unJMyuubM-Iphiz7Owee?W NZHyC95syOrtLBCtzOtJC7EzEAyuuPr -1-0-0 3-0-0 1-0-0 3-0-0 Scale:1 S"=1' 3 2.50 12 8 n 2 , 01 d /11 3x4= 3x4= 4 3-0-0 3-0-0 Plate Offsets(X,Y)-- 12:0-3-5,Edge1 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=60/Mechanical,2=174/0-3-8,4=39/Mechanical Max Horz 2=46(LC 8) Max Uplift 3=38(LC 8),2=124(LC 8),4=-6(LC 8) Max Gray 3=60(LC 1),2=174(LC 1),4=47(LC 3) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4tt;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-6 to 1-11-10,Interior(1)1-11-10 to 2-11-4 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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except(jt=lb) 2=124. Thomas A.Albani PE No.39380 MiTek USA.Inc.FL Cert 6634 6904 Parke East Btvd.Tampa FL 33610 Date: July 24,2018 � _ 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERANCE PAGE M9.7473 rev.10032015 BEFORE USE. Design valid for use only with Mack®connectors.this design is hosed only upon parameters shown,and Is for an individual bulding 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 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,seeANSf/IPII Quajy C/bM,DSB-89 and PCS Duldhrg Component 6904 Parke East Blvd. safety Intonnotbnivcilable from Truss Plate Institute.218 N.Lee Sheet.Suite 312.Nexandria VA 22314. Tampa.FL 33610 Job Truss Truss Type I Qty Ply Perrye Residence T14646345 J180628-R J04 Diagonal Hip Girder 4 1 [Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Tue Jul 24 09:45:29 2018 Page 1 I D:L4jtNCgaC B8H 1 Ibgh9unJMyuubM-n?E4BTPYPy7N?js8mtc5UEOggbRpi IOSRn_W mcyuuPq -1-5-0 5-8-3 9-10-1 1-5-0 5-8-3 4 1 14 Scale=1:21.3 NAILED 1.7712 4 NAILED NAILED �A� 2x4, 11 1d NAILED 3 1 1 10 II 2 1)11 3x6= 12 13 6 3x4= NAILED NAILED 3x4= 5 NAILED NAILED 9-10-1 9-10-1 Plate Offsets(X,Y)-- (2:0-4-6,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.19 6-9 >603 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.42 6-9 >276 180 BCLL 0.0 * Rep Stress Incr NO WB 0.39 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:38 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 8-11-7 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 4=103/Mechanical,2=502/0-4-9,5=370/Mechanical Max Horz 2=93(LC 17) Max Uplift 4=-91(LC 4),2=-321(LC 4),5=-160(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1317/750 BOT CHORD 2-6=-795/1310 WEBS 3-6=-1334/810 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 2=321,5=160. 6)"NAILED"indicates 3-10d(0.148'x3')or 2-12d(0.148'x3.25*)toe-nails per NDS guidlines. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-7=20 Concentrated Loads(lb) Vert:10=-4(F=-2,B=-2)11=-71(F=-35,B=-35)12=-26(F=-13,8=-13)13=-74(F=-37,B=-37) Thomas A.Atbani PE No.39380 Meek USA,Inc.FL Cert 8634 8904 Parke East Blvd.Tampa FL 33810 Date: July 24,2018 � 1 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE Me-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITek®connectors.Ills 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. Brackrg 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.seeANSI/1Pli Cually C,N/b,DSS-89 and SCSI Susdhg Compon.nt 6904 Parke East Blvd. Sandy b*nnalolyivdiable from Truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4" Center plate on joint unless x,y 6-4-8 dimensions shown In fit-in-sixteenths Failure to Follow Could Cause Property 13/4" offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury MAIDimensions are in ft-in-sixteenths. j44 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/Id, 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves 0illi6L1 0 6L may require bracing,or alternative Tor I bracing should be considered. 3, Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 0 4. Provide copies of this truss design to the building C7-s cx,; caa 1— designer,erection supervisor,property owner and For 4 x 2 orientation, locate BOTTOM CHORDS all other interested parties. plates 0-1/16"from outside 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 ANSI/TPI 1. "Plate location details available in MrTek 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 CC 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 s¢e,and in all respects,equal to or better than that �i�� 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 ANSI/TPI 1 section 6.3 These truss designs relyon lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, 9 or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. *MO IIIndicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reservedapproval of an engineer. reaction section indicates joint __ number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. IIINO11111.0 18.Use of green or treated lumber may pose unacceptable _� environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ikil 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, f*4 i ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses, MITek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 Gmail - 1648 Sea Oates Dr. Atlantic Beach Fl. 32233 Page 1 of 1 OFFICE COPY MGrnail Edwin Puttbach <edwinputtbach@gmail.com> 1648 Sea Oates Dr. Atlantic Beach Fl. 32233 1 message Edwin Puttbach <edwinputtbach@gmail.com> Tue,Aug 28, 2018 at 11:31 AM To: mjones@coab.us, Jeff Perrye <jperrye@marco.com> Re:172020 0234 Permit#RES018-0049 Building Review comments#4 American Roofing is going to apply for the roofing permit on the detached garage and the existing house reroof. American roofing will submit product approvals on both buildings along with a NOC. Thank You Ed Puttbach Edwin C. Puttbach E&R Enterprises of North Florida, LLC (904)626-5656 https://mail.google.com/mail/u/0?ik=8fd3 7a46f2&view=pt&search=all&permthid=thread-... 8/28/2018 OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA Project Name: Pt-A2 Permit # Q& c'/k -0099 Project Address: IC* 8 S'1/4+04 ii-n213. &C l4 , FL. 3'L233 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 I Product Description Limitation of Use State# Local# A. EXTERIOR DOORS piny o 1. Swinging o 8 /522 LL 2. Sliding 3. Sectional 4. Roll up UVtiti►¢c Nor 18)e $ 0 12x1 f L 14170,R8 5. Automatic 6. Other B.WINDOWS 1. Single hung 2. Horizontal slider 3. Casement 4. Double hung 5.Fixed CVs)iedouvSiS4e FIXE W1KibOWS f1-17554 6. Awning 4 'k s ?o(Z 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11.Dual action OFFICE COP 12. Other Category/Subcategory J Manufacturer Product Description Limitation of Use State# C. PANEL WALL Local # I I. Siding 140,06 e 2. Soffits �� 3. S Soffits C e N-l-eec] V VA3t Ve \\-eco I t_ 314 g 4. Storefronts 5. Curtain walls 6. Wall louvers _ 1 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D. ROOFING PRODUCTS LAY A 04 E^2-A C,A--*4 Roo Ft4Gr I. Asphalt shingles 2. Underlayments 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation 10. Waterproofing I I. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof —OFFICE COPY 17. Other Category/Subcategory Manufacturer Product Description fLimitation of Use State# Local # E. SHUTTERS I. Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor si w�Qso�, GLIM /S Tk./a-es. FL 4711-al 2. Truss plates NII IL'�K Go4v-c-r/to4 Q��-1� ¶ L. Z1°.7 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms Ow exAS co ,q 8301 IZ 1 9 4,4414E Poi%-f 9. Plastics WAu..3 c1:11v rei 10. Deck-roof 11. Wall 12. Sheds 13. Other Cr. SKYL[CHTS 1. Skylight OFFICE COPY 2. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# H.NEW EXTERIOR I ENVELOPE PRODUCTS 1. DvfowT T'Yvtz . 2. VA-Pox r ��i�-� r—L2, 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. 1 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. (Contractor Name) (Print Name) W v�< e.- QuZ't8�4 C (Signature) E _ C.:. Company Name: L�Tk� �� 0--E �`r�Of{'r� F(,.Q 2 17 Mailing Address: 2te2- 18 WI S1 LED . S17 City: - ^^Mc_ '�G6{- State: 322.33 Zip Code: Telephone Number:9O''t') �7 0 - 2-1 8 5 Fax Number: ( ) /¢ Cell Phone Number: ((Qtl-) (O 2h'- S(oSip E-mail Address: Qat-`i z✓A fib a c .@ g ,,1.a,� ` . Co JOB COPY FJgya MIAMhQADE COUNTY 'AV". APPROVED e A r t t ACCREDITED July 30, 2017 1404/141 Lee.. 1l. FL 131 Q2 . 2_ Pingsheng Zhu, P.E. n S Product Compliance Engineer James Hardie Building Products 10901 Elm Ave. Q . .-Le . I Fontana. CA 92337 ��JJ 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.ASCE/SEI-7-10 3. Concrete ACE-318-14 4 Masonry TMS402-20161ACI530-13/ASCE-5-13 5. Structural Steel.AISC 360-10(including manual of steel construction 2010(141'edition)) 6 Cold-formed Steel AISI 100-12 7 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 Sincere) • 10 " �GAW ' Ronald I. Ogawa, P. �� 1 RI Ogawa & Associates, Inc. 41' *, IAS Laboratory Approval, TL 360 IAS Quality Control Agency. AA-705 * - of >cc CRRC Approved Testing Laboratory for Solar Reflectance and Emissivity = -o '. S-TA P ,$ 11 State of Florida Approved Validator and Third Party Quality Control Agency '55 •.FCOR��.. S,_ it 1 (714) 292-2602 FsS10N , ron(a?nopawa.com , 01 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.1ogernogawa.com Mailing Address 16835 Algonquin St *443.Huntington Beach.CA 92649•Phone(702)491-3710•Fax(714)908-1815•E-mail.d bhynnooawa corn Engineering•Quality Control•Product Development•Inspections•Code Consulting•Expert Witness•Testing Florida Product Approval HardiePlank® Lap Siding • For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami-Dade County Florida NOA 17- 0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. • For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2683-17, RIO-2687-17, or RIO-2688-17. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. 0 HardiePlank- >o Lap Siding JamesHardie II/ EFFECTIVE MAY 2016 INSTALLATION REQUIREMENTS- PRIMED&COLORPLUS'' PRODUCTS visit www.hardieinstaliation.com for the most recent version. SELECT CEDARMILL°•SMOOTH •CUSTOM COLONIAL'"SMOOTH • CUSTOM COLONIAL'"ROUGHSAWN CUSTOM BEADED CEDARMILL°•CUSTOM BEADED SMOOTH•STRAIGHT-EDGE SHINGLE PLANK 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 HARDIEZONETx'PRODUCT INSTRUCTIONS. INSTALLATION OF HZ1 O®PRODUCTS OUTSIDE AN HZ10®LOCATION WILL VOID YOUR WARRANTY, TO DETERMINE WHICH HARDIEZONETM APPLIES TO YOUR LOCATION,VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343(866 91-IARDIE) STORAGE& HANDLING: © CUTTING INSTRUCTIONS Store flat and keep dry and covered prior OUTDOORS INDOORS to installation.Installing siding wet or 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). saturated may result in shrinkage at butt and others in waking area. 2.Position cutting station in well-ventilated area 2.use one of the(*wing methods: joints.Carry planks on edge. Protect a Best i.Score and snap edges and corners from breakage.James u.Shears(manual,electric or pneumatic) -NEVER use a power saw indoors Hardie is not responsible for damage 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 caused by improper storage and handling Hardie&ade saw blade and HEPA vacuum extraction -NEVER dry sweep—Use wet suppression or HEPA Vacuum of the product. G.Good: i.Dust reducing circular saw with a HardieBlade saw blade (only use for low to moderate cutting) �r Important Note:For maximum protection(lowest respirable dust production),James Hardie recommends always usig"Best-level cutting methods where feasble. + 1, NIOSH-approved respiators can be used in conjunction with above cutting practices to father reduce dust wares.Additional exposure information is available *i at www.jamestkYdie.com to het)you determine the most appropriate cutting method for your job requirements.If concern sli 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 fi.e h er idormation. SD083105 GENERAL REQUIREMENTS: • HardiePlank®lap siding can be installed over braced wood or steel studs spaced a maximum of 24 in.o.c.or directly to minimum 7/16 in.thick OSB sheathing.See general fastening requirements.Irregularities in framing and sheathing can mirror through the finished application. • 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 housewrap',which complies with building code requirements. • When installing James Hardie products all clearance details in figs.3-14 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes- typically a minimum of 6 in.in the first 10 ft.. Figure 1 Double Wall SIn le wall • Do not use HardiePlank lap siding in fascia or trim applications. Construction Catrsi ruction • Do not install James Hardie products,such that they may remain in contact with standing water. water-resistive barrier let-in bracing • HardiePlank lap siding may be installed on flat vertical wall applications only. plywood or 24 in.o.c.max. • For larger projects,including commercial and multi-family projects,where the span of the OSB sheatntng 0: :-.1 wall 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. j \�'`��'These values can be found in the Technical Bulletin"Expansion Characteristics of James Hardie®Siding Products"at www.JamesHardie.com. /I ,111111114444 • DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie®Products. INSTALLATION: JOINT TREATMENT One or more of the followingjoint treatment options Figure 2 Nail fine(If nail stud line is not //‘ Iare required by code(as referenced 2009 IRC Lstud present place R703.10.2) t 2ll ' fastener A.Joint Flashing(James Hardie recommended) - between 3/4 "" " in.&1•from B.Caulking'(Caulking is not recommended Io-3/8 in.from top of plank) \ /y.... °°for ColorPlus for aesthetic reasons as the edge of plank Caulking and ColorPlus will weather I,joint °$ water-resistive differently.For the same reason, flashing / °° barrier do not caulk nail heads on0 / ° HardieZone' •°° ° o 00° ° fastener ColorPlus products.) HardiePlank'siding ° C."H" jointer cover °0 0 0 o Install a 1 1/4 in.starter strip to install planks in o 0. 0 o ensure a consistent plank angle moderate contact at butt joints leave appropriate gap between planks and trim,then caulk."' Note:Field painting over caulking may produce a sheen difference when compared to the field painted PrimePlus. `Refer to Caulking section in these instructions. 1 For additional information on HardieWrap®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 properly-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 clean-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.jameshardie.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. S0050905 HS11119-P1/4 05/16 • As—/a. CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Pat! Step: Z Flashing 7 wired 's' [4r 1 1111111V, Min. in.a I-- Min. � Do not caulk, 1 in. 2 in, '�� r - 1 in. 2 in. Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas -_ 7 11. L-Flashing too / � Z-Flashing Z-Fla hin 4 �� Z FI..hi``ng (010 Min .--' I 1' in. _- / Min./a in. i 1011 :; 6 in. In ti , �i Min. /z in. �'i .1/4 in. Figure 12 Figure 13 Figure 14 Drip huge Block Penetration Valley/Shingle Extension (Recommended in HZ101 O'__/ — c Z Fla '71---- ' i Min.'/a iat le. 1 in.•`` Di + caulk froinithe(asci.. ,' Al whefl gutter are present ----f FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation for HardiePlank®lap siding products.Face nailing should only be used where required by code for high wind areas and must not be used in conjunction with Blind nailing(Please see JH Tech bulletin 17 for exemption when doing a repair).Pin-backed corners may be done for aesthetic purposes Only.Pin-backs shall be done with finish nails only,and are not a substitute for blind or face nailing. BLIND NAILING FACE NAILJNG Nails-Wood Framing Nails-Wood Framing •Siding nail(0.09 in.shank x 0.221 in.HD x 2 in.long) •6d(0.113 in.shank x 0.267 in.HD x 2 in.long) •11 ga.roofing nail(0.121 in.shank x 0.371 in.HD x 1.25 in.long) •Siding nail(0.09 in.shank x 0.221 in.HD x 2 in.long) Screws-Steel Framing Screws-Steel Framing •Ribbed Wafer-head or equivalent(No.8 x 1 1/4 in.long x 0.375 in.HD)Screws •Ribbed Bugle-head or equivalent(No.8-18 x 1-5/8 in.long x must penetrate 3 threads into metal framing. 0.323 in.HD)Screws must penetrate 3 threads into metal framing. Nails-Steel Framing Nails-Steel Framing •ET&F Panelfast•nails or equivalent(0.10 in.shank x 0.313 in.HD x 1-1/2 in. •ET&F pin or equivalent(0.10 in.shank x 0.25 in.HD x 1-1/2 in.long) long) Nails must penetrate minimum 1/4 in.into metal framing. Nails must penetrate minimum 1/4 in.into metal framing. OSB minimum 7/16 in. OSB minimum 7116 in. •Siding nail(0.09 in.shank x 0.221 in.HD x 1-1/2 in.long)* •11 ga.roofing nail(0.121 in.shank x 0.371 in.HD x 1.75 in.long) 24 in.-------" •Ribbed Wafer head or equivalent(No.8 x 1 5/8 in.long x 0.375 in.HD). stud o.c.max. , _ Stud 24- - V.. o.c.max ;,i°:'iIp►Jf Figure 15 Figure 16 j �, 1/4 in.min. illilllailal .r- - __----- 1 overlap Minimum overlap 1_ / for Both Face _ _ ‘ I Nail Line _ _ - - O -� and Blind Nailing _ _ * 4 in.-1 ire. - - - i�i Blind Nail ' 01- r �� face nail it I-- min.1 1/4 in. i overlap i { r } water resistive Water Resistive barrier 1 1/4'min. Barrier Overlap Laminate sheet to be removed immediately after installation of each course for ColorPlus®products. • When face nailing to OSB,planks must be no greater than 91/4 in.wide and fasteners must be 12 in.o.c.or less. • Also see General Fastening Requirements;and when considering alternative fastening options refer to James Hardie Technical Bulletin USTB 17-Fastening Tips for HardiePlank®Lap Siding. HS11119-P2/4 05/16 GENERAL FASTENING REQUIREMENTS PNEUMATIC FASTENING Fasteners must be corrosion resistant,galvanized,or stainless steel. James Hardie products can be hand nailed or fastened with a pneumatic tool. Electro-galvanized are acceptable but may exhibit premature corrosion. Pneumatic fastening is highly recommended. Set air pressure so that the James Hardie recommends the use of quality,hot-dipped galvanized nails. fastener is driven snug with the surface of the siding.A flush mount James Hardie is not responsible for the corrosion resistance of fasteners. attachment on the pneumatic tool is recommended. This will help control the Stainless steel fasteners are recommended when installing James Hardie® depth the nail is driven.If setting the nail depth proves difficult,choose a products near the ocean,large bodies of water,or in very humid climates. setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer-Does not apply for installation to steel framing). Manufacturers of ACO and CA preservative-treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACO or CA `, preservative-treated wood and aluminum products.Fasteners used to attach `� countersunk, HardieTrim Tabs to preservative-treated wood shall be of hot dipped thwi, � �� fill&add nail zinc-coated galvanized steel or stainless steel and in accordance to 2009 IRC snug flush DO NOT DO NOT R317.3 or 2009 IBC 2304.9.5. Figure A Figure B under drive nails staple • Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. PAINTING • NOTE:Published wind loads may not be applicable to all areas where Local DO NOT use stain,oiValkyd base paint,or powder coating on James Hardie® Building Codes have specific jurisdiction.Consult James Hardie Technical Products.James Hardie products must be painted within 180 days for primed Services if you are unsure of applicable compliance documentation. product and 90 days for unprimed.100%acrylic topcoats are recommended. • Drive fasteners perpendicular to siding and framing. Do not paint when wet.For application rates refer to paint manufacturers • Fastener heads should fit snug against siding(no air space).(fig.A) specifications.Back-rolling is recommended if the siding is sprayed. • Do not over-drive nail heads or drive nails at an angle. • If nail is countersunk,fill nail hole and add a nail.(fig.B) CUT EDGE TREATMENT • For wood framing,under driven nails should be hit flush to the plank with a Caulk,paint or prime all field cut edges.James Hardie touch-up kits are hammer(For steel framing,remove and replace nail). required to touch-up ColorPlus products. • NOTE:Whenever a structural member is present,HardiePlank should be fastened with even spacing to the structural member.The tables allowing CAULKING direct to OSB or plywood should only be used when traditional framing is For best results use an Elastomeric Joint Sealant complying with ASTM C920 not available. Grade NS,Class 25 or higher or a Latex Joint Sealant complying with ASTM • Do not use aluminum fasteners,staples,or clipped head nails. 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. COLORPLUS®TECHNOLOGY CAULKING,TOUCH-UP&LAMINATE •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 HardiePlank®lap 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. 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,oiValkyd 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 •DO NOT caulk nail heads when using ColorPlus products,refer to the ColorPlus touch-up section HS11119-P3/4 05/16 y Loe COVERAGE CHART/ESTIMATING GUIDE Number of 12 ft.planks,does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANK"LAP SIDING WIDTH SQ 51/4 61/4 71/4 71/2 8 81/4 91/4 91/2 12 (1 SQ=100 sq.ft.) (exposure) 4 5 6 61/4 6 3/4 7 8 81/4 10 3/4 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide.Actual usage is subject to variables such as building design.James Hardie does not assume responsibility for over or under ordering of product. RECOGNITION:In accordance with ICC-ES Evaluation Report ESR-2290,HardiePlank®lap siding is recognized as a suitable alternate to that specified in:the 2006,2009,82012 International Residential Code for One- and Twp-Family Dwelirgs,and the 2006,2009,8 2012 International Building Code,.HardiePlank lap siding is also recognized for application in the blowing:City of Los Angeles Research Report No.24862,State of Florida listing FLA889,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 York 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. ®2016 James Hardie Building Products.All rights reserved. Additional Installation Information, TM,SM,and®denote trademarks or registered trademarks of James Hardie Technology Limited.®is a registered trademark Warranties,and Warnings are available at SJa mesHard ie of James Hardie Technology Limited. www.jameshardie.com Panelfast is a registered trademark of ET&F Fastening Systems,Inc. HS11119-P4/4 05/16 f'i E w t i•too--s G, 0. 2A4 c s Fot2.CH Tu RNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & s,: Ph. 941-380-1574 CONSULTING, INC. r i r ' ,a„'1 FBPE C.O.A. #29779 Evaluation Report 944A April 3, 2015 Product Description: Series 615 Vinyl Fixed Window,Non Impact Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5th Edition(2014)Florida Building Code outside the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave.,North Port, FL 2) Approval drawing CWS-944A, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3976-1 and-2, from National Certified Testing Laboratories, Orlando, FL, with testing performed: AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-944A, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-944A. Limitations of Use: This product: • May be used in product sizes and shapes with glass DLO sizes as shown in CWS-944A • Achieves design pressures as shown in comparative analysis table in CWS-944A • Is non-impact and requires the use of shutters • May not be used in the High Velocity Hurricane Zone • Requires glass types as shown in CWS-944A • Requires ATN PVC frames with current listing as AAMA 303 Certified Profile Licensee Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. ,ovi„sytoREW�T�i,, No 58201 .1 *; * * = z M-O :cc:, :'S) • STATE OF 'LU: '•'COAs - O R 1 p P-.**,. ..,,� 4/3/2015 40.,5',5 ........ ��'�` Lucas A. Turner, P.E. e4'ireNA��i``�` FL PE#58201 Lucas A. Turner 2015-04-03 16:43-04:00 GENERAL NOTES; cazgro PICTURE WINDOW - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS en, TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2.GLAZING OPTIONS:(SEE SHEET 3) WWW.CWS.CC 97 1/4"FLANGE WIDTH I 3.CONFIGURATIONS:"0". ARCHITECTURAL SHAPES INCLUDE,BUT ARE 96"MAX UNIT WIDTH - NOT LIMITED TO,THOSE SHOWN ON SHEET 2. 615 PVC 91 15/16"GLASS DLO 4.DESIGN PRESSURE RATING(SEE SHEET 5): PICTURE WINDOW -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND NON-IMPACT A GLASS TABLES ASTM E-1300-04. -_ -- -- i - POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER 1INFILTRATION TEST PRESSURE AND GLASS TABLES to ASTM E-1300-04.1 �I ~ W 55 1/4" 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED p p HEFIGE GHTIN THE DESIGN OF THIS PRODUCT.SEE SHEET 7 FOR ANCHOR Y 54" B B DETAILS. WINDLOAD DURATION FACTOR Cd.1.6 WAS USED FOR WOOD MAX 0 ANCHOR CALCULATIONS. W m UNIT y HEIGHT 8.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVEOZ 4915/16" SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. a N GLASS I DLO I 7.ALL FRAMES FULLY WELDED. it w 1 X- C' I . 8.SERIES/MODEL DESIGNATION PW-615. - L D: C - A 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: i V 69 1/4"FLANGE WIDTH . O-FIXED SASH D CI 68"MAX UNIT WIDTH 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 63 15/16"GLASS DLO LOCATION. Q z f- ,,,tpUtttttlttl — ,fit` �.1ORE1y T I�� e ,,� ✓.G E N g:::Vo, i fl .....,• No 58201 VPY. 0 Lucas A.Turner *i * 771/4• 2015-04-03 :b: ea: 40t` STATE OF •• iii: FLANGE : FAE 16:43-04:00 C .,4/4HEIGHT 0 ,� .', $` ,ORIO ;0,,,sp70 .s/CIN;,� UNIT HEIGHT 4/3/2015 71 15/16" GLASS LUCAS A.TURNER,P.E. DLO1 FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 I k —_\I PH.941-380-1574 SHEET DESCRIPTION. A TABLE OF CONTENTS 7 GENEELEVATIONS AL NOTES AND GENERAL NOTES&ELEVATIONS 1 DRAWN BY: DATE: ARCHITECTURAL SHAPES 2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ADE 09/05/14 GLAZING DETAILS .3 SECTION VIEWS&ALT.FRAME 4 68"x 76" SEE COMPARATIVE ANALYSIS NONE DWG t: REV.: DP CHART,BOM&EXTRUSIONS 5 _ CWS-944 A ANCHOR SCHEDULE&NOTES 6 96"X 54" CHART, SHEET 5 NONE SCALE: INSTALLATION DETAILS 7 SHEET 1:25 1 OF 7 1• 4'MAX(TYP.) B"MAX O.C.(TYP.) 011010111 V 6'MAX.(TYP.) I -I 9 1/2'MAX.O.C.(TYP.) SEE NOTE 2 4'MAX(TYP.) SEE NOTE 2 6'MAX(TYP.) WINDOW SYSTEMS I I I I I I1900 SW 44TH AVE. _r 1 OCALA,FLORIDA 34474 _ - I I WWw.CWS.cc 6" i I 615 PVC MAX o.c. (TMP) PICTURE WINDOW 91/2' I I NON-IMPACT MAX O.C. - - (TYP.) - ! - 0 I 0 I INSTALLATION o 0 INSTALLATION ! I ANCHOR(TVP.) NC ANCHOR(TYP.) w m ! I Qa ! I v 5 R 2 6 > W - - II WCC a .ILI I L- -.J o I I I I I CL Ill ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN1 ' GI a z p.Nuulnpq ,�S��PNOREI, Trig. .`Sc ; 1.CENg;•.ty•• v. No 58201 :13L EA. * i*g =v: :ar. 9 STATE OF :4I NOTES: �O•' 4/ ••4 ctc ;O R 10P"6".:' 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 0,4,2 0.NA .... 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. ZZ 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 7. 4/3/2015 LUCAS A.TURNER,P.E. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 PH.941-380-1574 SPECIFIED IN TABLE 1,SHEET 7. SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS ARE ANCHOR SCHEDULE AND OPTIONAL. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. BRAWN BY: DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 09/05/14 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG V' REV.: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-944 A FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET 1:20 60F7 • „ MIN.EMBEDMENT SUBSTRATE Qsesi i l V. TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERS ' _ 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS MIN.EDGE DIST. 1900 SW 44TH AVE. SEE TABLE 1 SEE TABLE I BY OTHERS / �' i 1/4"MAX SHIM SEE TABLE 1 WW CWSOCALA, CC FLORIDA 34474 SEE SUBSTRATE BY OTHERS�`/ / � SMIN.EDGE EE TABLE DIST. MIN.EMBEDMENT ' I-II l // 615 PVC SEE TABLE 1 PERIMETER SEALANTi INSTALLATION ANCHOR BY INSTALLER e + SEE TABLE 1 ; PICTURE WINDOW INSIDE AND OUT p MIN.EMBEDMENT SEALANT BEHIND l } o❑❑ �- /70/,, SEE TABLE1NON-IMPACT FLANGE BY INSTALLERtil I_ L 1/4"MAX.SHIM JO qiid.....a «< \ PERIMETER SEALANT a w PERIMETER SEALANT BY INSTALLER J BY INSTALLER =4=1 INSIDE AND OUT 0 0 INSIDE AND OUT INSTALLATION ANCHOR X Y SEALANT BEHIND SEE TABLE t w CO FLANGE BY INSTALLER SEALANT BEHIND co INSTALLATION ANCHOR FIN BY INSTALLER U. Z O HORIZONTAL SECTION O HORIZONTAL SECTION a 0 SEE TABLE 1 7 TYPICAL JAMB ANCHORAGE 7 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION G Z W w O IT a 1 < 0 aw 1- 0 CI 1/4"MAX.SHIM Q Z FLANSEAGE BT Y INSTALLER - IEHIND Il ``,,,,PNOREw#�44 ��/JJJLLL��JJJ / } ��`,,..�GENs••G'A,,. PERIMETER SEALANT �/ 4.V F••••'L I. MIN.EMBEDMENT J;• •Itn BY INSTALLER SEE TABLE 1 Orr :- Na 58201 .?3 1,1 INSIDE AND OUT / / %-9 L = *• * "* SUBSTRATE BY OTHERS �Q STATE OF �� SEE TABLE 1 - I MIN.EDGE DIST. SEE TABLE 1 �� 'I�O4F•�.�O R ✓'O�?� SEALANT UNDER SCREW O VERTICAL SECTION ' %% ONAL �% HEAD BY INSTALLER 7 TYPICAL SILL ANCHORAGE a.■ , ��SS'ONA 1�N�� 4/3/2015 TABLE 1:APPROVED INSTALLATION FASTENERS 111 LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 ` FLANGE CONCRETE(2.0 KSI MIN.) 3/16"fTW TAPCON 1-1/2" 1-1/8" 1239 JABARA AVE. PERIMETER SEALANT NORTH PORT,FL 34288 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"I W TAPCON 1" 2" BY INSTALLER INSIDE AND OUT PH.941-380-1574 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON r 1" p HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" O7 BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ffW TAPCON 1 3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT1 KWIC-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 09/05/14 FLANGE7/16" (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: FLANGE 1/8"ALUM.(6063-15 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-944 A 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 SHEET 7OF7 l Bx r7 a C,�lz4c�� DDOQ The Genuine.The Original r ;. f ,rr •�� Overhead Door Corporation 2501 S.State Hwy 121.Suite 200 Lewisville,TX 75067 Phone 469 549 7100 Fax 469 549 7281 www.ove r he addoor.com October 26, 2017 0011111/0// Subject: Evaluation Report for Models 170-177, 180-187 \`�^^\\P 4 NE Jko /,,/ p._ .•• tlCE/• • '• ! •. To Whom It May Concern: _ *•' No. 77945 * SUBMITTED BY: %0'� • Si yx., • Overhead Door Corporation ••. 2501 S. State Hwy 121, Suite 200 /, ��•R ...••.•' \\- Lewisville, TX 75067 "i ON NQ' `�� 1. PRODUCT NAME Reference Table 1 for product names Exterior Section Type Steel Panel Design Series Number Thickness Short Panel 170 25 Ga Long Panel 171 V5 175 Pan Short Panel 173 24 Ga Long Panel 174 V5 176 Short Panel, 1-5/8" Insul 180 25 Ga Long Panel, 1-5/8" Insul 181 Insulated V5, 1-5/8" Insul 185 Short Panel, 1-5/8" Insul 183 24 Ga Long Panel, 1-5/8" Insul 184 V5, 1-5/8" Insul 186 t M /-3-1• HortonH \TODCO, Overhead Door Corporation A Subsidiary of Sanwa Holdings Corporation -- \111111111/i \<)\\\.... UCENs� • 2 No. 77845 2 61, ••<ORIDA ••• � tS' 2. SCOPE OF EVALUATION /�/'// NAL ENG\0��\ Structural Transverse Wind Loads and Large Missile Impact and Cyclic Wind 4ir1dg rle Resistance. Since every door size cannot be tested, engineering analysis using a comparative analysis, as permitted per the Florida Product approval 9N-3, were used to analyze the doors and make the wind load designs. 3. USES The series number garage doors listed in Table 1 are used for residential and commercial applications with specified allowable design pressures. 4. DESCRIPTION General The series number garage doors listed in Table 1 are sectional overhead garage doors and are constructed of galvanized steel sections with a two coat polyester finish. The doors are two-inch thick, raised panel, with tongue and groove sections. See table 2 for door designs and corresponding panel thicknesses. The panels are 24 and 25 gage ASTM A653-00 galvanized FS Type B steel, and finished with an ASTM A525 made up of G-30 coating, covered with two coats of polyester paint. Each section is reinforced with 16 or 20 gage end stiles and 20 gage steel center stiles. Door Tracks All door assemblies listed in this report have both vertical and horizontal tracks ranging from a minimum 16 gage to minimum 15 gage, 33 ksi steel and finished with an ASTM A525 G-40 galvanized coating. The vertical tracks are attached to the supporting structure with jamb brackets as specified on the most recent manufacturer's installation instructions/drawings. Glazed Sections The drawings listed in Table 2 of this report with glazed openings that meet the requirements for impact resistance have glazing that is made of 1/4 polycarbonate constructed per drawing 410776 or an equivalent product approved for use in Florida, and can be installed in the top or intermediate sections of the garage door. These assemblies are available for use with the glazing option in wind-borne debris regions and are indicated so in Table 2. The maximum dimensions shall be 18.56" x 12.26"cut out. The drawings that are not indicated for use in wind-borne debris regions with the glazing option are available with a minimum of 0.090-inch thick standard SSB glass windows that are installed in frames and inserted in the top or intermediate section of the door. The glazing is not impact resistant and does not meet the requirements for windborne debris regions. Refer to the most recent manufacturer's installation instructions/drawings for glass size limitations. Wind Load Bracing All drawings listed in Table 2 of this report are braced on the inside of the doors with three inch horizontal spanning U-bars. Each U-bar is made of either 18-gage or 20-gage ASTM A653-00 steel with a minimum yield strength of 80 ksi and are finished with an ASTM A525 minimum G-40 galvanized coating. The gage and quantity of U-bar braces varies depending on the amount of windload resistance required and the height of the door. In addition to three-inch horizontal spanning U-bars, some of the assemblies listed in Tables 2 of this report are braced with vertical aluminum posts made up of 0.125-inch thick 6063-T6 aluminum alloy. The post is a telescoping post assembly. The outer member outside diameter is 1.75"wide x 4.00" long. The inner member outside diameter is 1.47"wide x 3.72" long. Reference drawing 411061 for additional information on the installation of the post assembly Horton \TODC0) Overhead Door Corporation ASubsidiary of Sanwa Holdings Corporation s\t 1111 ,1 iii,, OV",P'• ocEIys�.�4, ,., 3 .N '3. * No. 77945 Z ,�.n •. ST4 4Y7.• 43 •,��pNAL'E.\\‘G\ Jamb Attachment Method of securing the door to the mounting surface is detailed in the Jamb Connection Supplement, P/N 411241. 6. INSTALLATION All drawings listed in this report are to be installed in accordance with the most recent manufacturer's published installation instructions/drawings and this report. The most recent manufacturer's installation instructions/drawings shall be strictly adhered to and a copy of these instructions/drawings shall be available at all times on the job site during installation. For information about the mounting of the door to the building structure surface, please reference drawing 411060. 7. ALLOWABLE TRANSVERSE WIND LOADS Design wind load pressures for garage doors shall be determined in accordance with Florida Building Code and shall not exceed the allowable transverse wind loads shown in the following tables: Table 2: Models 170/180 Allowable Transverse Wind Loads and Impact Rating For Series Number Shown in Table 1 Windload Maximum Size Positive Negative Glazing Door Impact Specification Design Design Available Resistant Option Code Width Height PSF PSF Reinforcement (Yes/No) (Yes/No) 411039 9'-0" 14'-0" 15.90 18.20 3",20 gage U-bars Yes No 411040 9'-0" 14'-0" 22.90 26.30 3",20 gage U-bars Yes No 411041 9'-0" 14'-0" 26.90 30.80 3",20 gage U-bars Yes No _ 411042 9'-0" 14'-0" 35.70 41.00 3",20 gage U-bars Yes No 411043(1) 9'-0" 14'-0" 46.00 52.00 3",20 gage U-bars Yes Yes 411044 16'-0" 14'-0" 12.40 13.80 3",20 gage U-bars Yes No 411045 16'-0" 14'-0" 15.30 17.00 3",20 gage U-bars Yes No 411046 16'-0" 14'-0" 23.00 25.00 3",20 gage U-bars Yes No 411047(1) 16-0" 14'-0" 30.00 33.50 3", 18 gage U-bars Yes Yes 411048(1) 16'-0" 14'-0" 34.40 38.30 3", 18 gage U-bars Yes Yes 411049(1) 16'-0" 14'-0" 46.00 52.00 3", 18 gage U-bars Yes Yes 411050 18'-0" 14'-0" 12.40 13.80 3",20 gage U-bars Yes No 411051 18'-0" 14'-0" 18.50 20.70 3", 18 gage U-bars Yes No 411052(1) 18'-0" 14'-0" 34.40 38.30 3", 18 gage U-bars Yes Yes 411053(1) 18'-0" 8'-0" 34.40 38.30 3", 20 gage U-bars+(1)Aluminium Post Yes Yes 411054(1) 18'-0" 8'-0" 46.00 52.00 3", 20 gage U-bars+(1)Aluminium Post Yes Yes Note 1:The option code assemblies indicated in Table 1 have optional glazing that has been tested for impact resistance,and therefore may be used with optional glazing in the wind borne debris region. 8. SUBSTANTIATING DATA 1. Test Report Numbers ETC-06-976-18504.0 and ETC-06-976-18504.1 in accordance with ANSI/DASMA 108- 2002 for transverse wind load and ANSI/DASMA 115-2005 for large missile impact resistance by ETC Laboratories, 297 Buell Road, Rochester, N.Y. ANSI/DASMA 108-2002 is forward compatible with ANSI/DASMA 108-2005 and ANSI/DASMA 108-2012, and ANSI/DASMA 115-2005 is forward compatible with ANSI/DASMA 115-2012. ((J ra Overhead Door Corporation A Subsidiary of Sanwa Holdings Corporation I �- r`` """� Norton �TODCOI 4 2. Test Reports CTLA 1672W, CTLA 1672W-1, CTLA1672W-3, CTLA1734W, CTLA 1734W-1, and CTLA 1734W-2 tested in accordance with Miami-Dade County Protocol TAS-202 for transverse wind load and TAS- 201 and TAS-203 for large missile impact and cyclic resistance by Certified Testing Laboratories, 7252 Narcoossee Rd. Orlando, Fl 32822. 3. Test reports 85948.02-801-18, 85948.04-801-18, and 85948.06-801-18 tested in accordance with ASTM E1886, ASTM E 1996 and ASTM E330 by ATI. 4. Installation instructions and supplemental data sheets prepared by Overhead Door Corporation. 10. REPORT SUMMARY Upon review of the data submitted by Overhead Door Corporation, it is my opinion that the models as described in this report conform with or are a suitable alternative to the code standards and sections in the Florida Building Code 6th Edition (2017). 11. LIMITATIONS Any reference in this report to the manufacturer's"most recent" information is a direct reference to the most recent information submitted by Overhead Door Corporation to the Florida Building Commission as part of their Florida Product Approval application for the drawings listed in Table 2 of this report. This evaluation report and the most recent installation instructions, when required by the building official, shall be submitted at the time of permit application. The design of the supporting structural elements shall be the responsibility of the design professional for the building structure and in accordance with current building codes for the loads listed in Table 2 of this report. The doors shall not be located in areas where the transverse wind loads exceed the allowable loads shown in Table 2 of this report. The garage door assemblies listed in Table 2 of this report are not approved for use in the"High Velocity Hurricane Zone"as defined in the Florida Building Code. 12. IDENTIFICATION Each Model series covered by this report shall be labeled with the manufacturer's name and/or trademark for field identification. Please feel free to contact me if you need any additional information. .(NE JKp '', Sincerely, \Q�P' •uCEN •.'Q2' s * No. 7945 NS = Dwane J Kornish =� / / Y D,n S rqT ?� FL PE 77945 '. E 0 �lrs%•ORIDP .-x(9\` �NAL -NN%`\`� Da ton _ :: ,....p ' TODCU/ Overhead Door Corporation 4. :c4s...4ncap.,uin .. 8 I 7 I 6 I 5 I 4 I 3 I 2 I 1 REVISIONS .NOTES ' e - OM M.O. "FAT"TRACK TYPE SHOWN RFLOIS Sows20007 RELEASE PER ER 11 18 O TOI REv PER ER IPA © ` 3070E B REV PER ER 11 I(1,1/12 ORT 1.IMPACT RESISTANT GLAZING OPTION-IMPACT 13 GA HORIZ ANGLE -- __ C.DOOR / C RN Tills i001 10/2/2917 [3C RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP ), ` OR INTERMEDIATE SECTION(WITH OR WITHOUT • \) DECORATIVE INSERTS).GLAZING SHALL BE 1/4" I.� I POLYCARBONATE MA)IIMUM GLAZING DIMENSIONS SHALL 13 CA MC ANGLE Q 20 GA CENTER 571..E N BE 12.41"0 10.53'CUTOUT,FASTENED LOTH/8 X 1" -. 4 • D SMS: 30 ALONGDETHE HJ ON HEE AND ALONGEM THE I6 GA MIN HORIZ ►� 10 CA ETA STILE __... D DETAILS. SEE DETAIL J ON SHEET 2 FOR ASSEMBLY TRACK .- - -- - -- DETAILS 5/1821-5/8' - ____ _ .. . . 2.NON-IMPACT REISTANT GLAZING OPTION-.090' LAG SCREW(MIN 3 I • • T GETH SSB IA A2 MIN IN FRAMES#801' SCREWED AS SHOWN) SIIL ".f�_� IIII K TOGETHER A OR OF SECT SCREWS lam, 'O INSTALLEDTIN TOP OR INSERT)INTERMEDIATEMEETS SECTION(ROTH OR (4)1/4-20x9/16'LARGE yiy P WITHOUT OECORATIK04 INSERTS) DR UNIFORM STATIC HEAD TRACK BOLTS OR lift 1 .Eo . WIN0 PRESSURES SHOWN ON THIS ORATING.GLAZING 1/4-20 STUDS WITH SHALL HAVE A MAXIMUM HEIGHT OF 10.89"AND A 1/4-20 HEX NUTS MAXIMUM LENGTH OF 18.94".GLAZING 5 NOT IMPACT I- Y Y~WI RESISTANT AND DOES NOT MEET THE REQUIREMENTS 18 CA MIN VERT �� ---.7.-0,-__._U -� FOR WIND-BORNE DEBRIS REGIONS. TRACK _ -- - 3.WNW.OR WOOD DOOR STOP NAILED A MAXIMUM OF 1/4-20[9/18"TRACK -- _ �� _ Q 6'O.C.MUST OVERLAP TOP AND BOTH ENDS Sc BOLT AND I/4-20 HEX )tlrTh1 PANELS MINIMUM 7/16'TO MEET NEGATIVE PRESSURES NUT AT EACH JB-USJAMB BRACKET LOCATION4.KEY LOCK OR SLIDE LOCKS REWIRED. riliii5.LOUVER OPTION-.040'MINIWM LOUVERS IN 5/1001-5/0"LAG .MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM SCREW A7 EACHII�OF(10)/8x1"SCREWS INSTALLED IN THE BOTTOM JANE BRACKET �SECTION.LOUVERS ARE NOT IMPACT RESISTANT AND DONOT MEET'THE REQUIREMENTS FOR WINO-BORNE DEBRIS Y, r `y C REGIONS. T: ~��- .' C 8.SECTION STEEL TO HAVE A MINIMUM 26 GA �1I I \,M .-�-- THICKNESS. 15 CA STIFFENED 1 7.THE DESIGN Sc THE SUPPORTING STRUCTURAL JAMB BRACKETS „ ELEMENTS SHALL BE THE RESPONSIBILITY OF THE SEE SCHELq CALE FOR PROFESSIONAL OF RECORD FOR TIE BUILDING OR QUANITY,AND TYPE IIII� �! 0----- 1--4---11111111- STRUCTURE AND IN ACCORDANCE WITH CURRENTAND TYPE .IML `� =. BUILDING COOED FOR THE LOADS USTED ON TMS KEY LOOT OR DUDE LOCK I - (� U DRAWING. EACH END(SEE NOTE 4). {. '4- ---- ---.. _ _ I B.DOOR JAMB TO BE MINIMUM 204 STRUCTURAL GRADE SLIDE LOCK SHOW/FOR ~ -- - LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT CLARITY 1-.- 1, -7 -.. FOR ATTACHMENT TO SUPPORTING STRUCTURE. 11' ��--- 9.FOR LOW HEAD ROOM LIFT CONDITIONS,TOP " E • BRACKET SHALL BE A 13 GA LMR 7/4 TOP BRACKET MTH A MINIMUM OF(3)1/4-1407/6'SELF DRILLING DDTFL (4)SECTION SOLID 0 .'� -,�W� IN UEU OF THE BRACKET SHOWN ON DOOR SHOWM. SEE SHEET III° .I�I- : CRIMPTIIE SCREWS 2 FOR U-BAR LOCATIONS FII'I,_ STA11C PRESSURE RATINGS APPROVED SIZES THIS DRAWING.U-BAR ON TOP SECTION SHALL BE ON DOORS ROTH OTHER INSTALLED ON TOP OF WR TOP BRACKETS -�-- I SECTION OUAN7171ES ANO �-� MAX WIDTH: 18' SEE NOTES 1 AND 2 THIS IE - DESIGN PRESSURE(PSF): 34.4/-38.3 10.IN LIEU Sc THE SHORT PANEL EMBOSSMENT ENONN. F� Nom 18'DOOR SHOWN. SEE MAX HEIGHT: 8' SHEET FOR GLAZING LONG PANEL EMBOSSMENT,412 PANEL EMBOSSMENT, OPTIONS. .1= SHEET 2 FOR MINCE,STILE,AND IMPACT/CYCLIC RATED: NO MAX SECTION HEIGHT: 21' B OR NO EMBOSSMENT MAT'BE USED UTSLOCATONS ON OTHER SIM LIR I(I M I M FJ B .N`‘,....(14 ..J.KO JAMB BRAO(ET SCHEDULE �\y�P'•''vcEMSF''../� NO.OF JAMB LOCATION OF CENTERLINE Sc JAMB f DOOR NO.Sc BRAdE75 TRACK BRACKETS MEASURED FROM BOTTOM Zs O' '.'r.....:4 HEIGHT SECTIONS(EACH JAMB) TYPE OF TRACK(ALL DIMENSIONS H Z') Z'*;' No.77945 4 FAT 10'(JB-US).25-3/4'(JB-US),39'(JB-US),57-1/4'(JB-US) - *f. °-°" 4 NCA 5'0(SlDL 22-1/2'((Sm 35-3/4",(STD),87'(510) =.9:.ice 4 FAT 10 (J8-US).29-3/4'MD), +2 (.B-US),er1/A"(,6-us) ((// ..y^Ac,,.T� /p- A. 7-0" 4 ''� (J ,/(//�,'t•. /� NOR 5"(5m),22-1/2'(STD),35-5/4".(SID),87"(STD) O'. �A�((Q*** af/ 5 FAT 10"(J8-US),26-3/4•(JB-US).45 (JS-US),83'(46-US.74-1/2'(JB-US) . �` 14 CA MIN 7'-B" S '"///6'1/49/f1........ A' T' HEADPLATE NOR'Ti"T•(Sm),22-1/2' Sm),35-J/4' OTS).BP(510),Bo•(sm) /, lOR(0�`,.•'G�*\� S FAT 10'(JB-US).29-3 4'(JB-US),48'(JB-US 57-1/2 .B-US,77-1/'Z'(JB-US) �ss� "•" \ ,�;,1�KrV °-0• 5 NOB 5•(VD),22-1/2 ($m),35-3/4'(sm),a (STD),80"(STD) 'i/,I--NALIEII.• �� 6'-04 ,__. SEE NOTE BELOW SUPERIMPOSED DESIGN PRESSURE DWAYNE J. KORNISH,PE �f 16 GACT HORIZONTAL LOADS ON SUPPORTING STRUCTURE BDIE 4578 COUNTYO ROAD 180 5/18x1-5/8" TRACH (FAT AND NOR)FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK wTH 1/4-20N0/1111"TRACK BOLT AND NUT. MOUNT HOPE, 1 LAO : MAX MAX UNIFORM POINT LOAD AT HEADER AND 7F PE 117868 SCREW 15 CA MIN DOOR DOER LOAD EACH SLAB AT EACH POST E 77945 A AT EACH TRANS TIO/ELLIPSE WOTM HEIGHT JAMB(PTF) LOCAT ON(195) A BRACKET Er 16 GA MIN VERT 15,-0" 7'-0' +147.7/-184.4 +033.6/-1039.4 SERIES 170-177, 180-187 PRGESSONA ENGINER'S SEAL PROVDED ONLY FOR TRAGI( e•-0' +147.7/-164.4 +1080.9/-1181.2 VERIFICATION OF MIND LOUD CONSTRUCTION DETAILS. 12 OA JAMB 7'-0• +135.0/-150.3 +1028.4/-1145.0 TME ORIWICS ATO ML DRIER WiX6WO1 CONTMCD HERON OE 1K CONRNTMI NID FRORS0RT P40PEM11 O 0500040 DOOR CORPORA71011 ANO ITS MVBLAA7RRDOCO6w6C5. 116 MOV15' • MO NPORMATON,N WOE ORW PMR ILA NOP K CCPm N N0 Y/NIER OR DISCLOSED W NODE WRIOG TIC POOR BWTIEN WMSOIT OF°MIMEO DDDR 1,cm.^ATOIL IO ORO06URE O BRACKETS SEE 6-0' +1J5.0-150.3 +1166.6/-1]01.1 NR O 1N5 OI IIRIVA7ON I8 NTOf.4 TO GIMME AS A LW°E ON NIIIORRATON TO USC R FOR NN PURPOSE w8OU1 RE 44LRC Ww11EM(DRI 9T O 0AIRE10 DOOR m16VMTORa ULE FORIr-O" 7•-D' +138.75-154.4 +1127.3/-1255.1 Nam 'FNISH s,R.A.s.olha(�A °WAR ES 175, 180W).LOCATION AND 6'-O• +138.7)-1544 +1281.D/-1426.1 ATR LRnRN.' -aw NUMMI :.v NIA Q.?mum lo/15/10 WS7, 18'MAX WIDE,POST TYPE 7'-0' +1427-188.8 +1214.21-1363.0 251 N. fO6/03 JL A.1 8'-0' 'NOR'IAO(TYPE 6'-0' +1427-158.6 +1791.1 -1318.epU AOD /-.OD.1 t,y FEMME ma or w� U.5gy6O7(I 10/25/10MIK D-411053 ANT TA RET DRG USED ONalktbsa PA 11/IO6� PAWS: S.5.1C01 x IO EACH NONE F.TJON° 11/23/10 s.o N.T.S. I mm 1 o 2 8 I 7 I 6 I 5 I 4 I 3 I 2 I 1 8 I 7 I 6 I 5 I 4 I 3 I 2 I 1 REVISIONS D NOTES 5006!1 T- RELEASE PER ER 11/23/10 511 13 GA ROLLER SLIDE ATTACHED TO LS/D ERL AIF8IGOMAL AIN'L REL LOG/XY6 1/4/016:461213 .101547 A, RE PER EA 44/(16/12 GRT BRACKET VAIN 5/16-18 KU A NUT "1KM 8. REY PFR ER ID/IL12 G1 IN CENTER SLOT AND 1/4-205,9/16' 6►� 18' 1 L` 615\'irtIC ROCK 1 2/x0!1 [SC TRACK BOLT 8 1/4-20 HEX NUT 41 1=� y (7)3(520 GAnBD KSI�USBANS THROUGH ANY TWO NICNINC HOLES •L-5-,- , 1111 11ff •It LOCATED AS SHOWN (3)GA BRACKET 'A'FRAME ,0.1188I---=-- .y1 II= :0: III I, InI'. I�I 1 TOP BRACKET ATTACAED WITH ' 1 D 4 1/4-1447/8'SELF I D ORIWNG CRWPTITE SCREWS 1 limn / 4 V ' 17, (4)SECTION DOORS WITH A00(2)1/4.1447/8' 111.T�.6 (5)J'20 OA T NSI U-BARS SELF NG CR T1TE IE SCREWS ': LOCATED AS SNOW,' CRIS (INSIDE(Y EACH END HINGE) It119111M1* Mil I-I W.I�I 1 P. I 2'NYLON STORMGARD ROLLER ( `TE``/��TT22// ( 1 WITH 4-1/2'STEM 1� ii - l V , 14 OA WIDE BODY END �f FORGE ATTACHED WITH (4)1/4-1416/6•SELF 16' TAPPING SCREWS • _ } ATTACH U-BAR NTH • (2)1/4-1447/8'SELF DRILUNG CRIMPWTE SCREWS IN GA NARROW NGOY A • I I•IFir] EfrilIlk MI ` I AT EACH 511115 LOCATION.TYP. INTERMEDIATE HINGE • ATTACHED 111TH(4) rel IT 1/4-1445/8'SELF (=- F V TAPPING SCREWS I I 15' 14 BOTTOM BRACKET i; \ ./1 ATTACHED MTH(2) (1F7AL(.' 1/4-1447/8'SELF DRILLING • - CRIMPTITE SCREWS THROUGH �� 1 ^ 'MI �. • STRUT AND BOTTOM BRACKET �) TR IL,71T \ AND(1)1/4-1414/8"SELF II �' v " • uRLLNG TAMPER RESISTANT T,4.=�_ 2500 PSI MIN - CONCRETE ziMrin \' 1B GA CENTER HINGE •�/• ' �� SELF TAPPING SCREWS I • 1)1; 1DE.„ (2)5/16 FLAT TOP PLATE � '�, I 8'%8'MIN /WASHERS ITII TURNDOWN SLAB 6'41NHEADER / E�SION '11114llb`I ILOC^PC AT EDGE EDGE 14E_ / DISTANCE BRACKET • �� OCK PLATE I ligOlO�, : �OETNL 11' / B w!IPJ�WI' �, (2)s/o-1241'SELF � / 111 UIIILT/ . � r DRILLNC SCREWS POST ` ,F J KO Ts o /� I NTERIOR FRAME �� R /�� 4 MTC5 PIN /1 �P ' \GENSF'•.tij�% (4)5 6 1-5/6' -' RFTNL E • SHEETNETAI SCREW •.��uaSCREvisA / �� - * No.77945 5 16-1842-1 2' I .IL 11. P . /• *- // / I 0/ 1)5/16-1241' N0.2 HALF XNGE ,, / L,• k �T# HE%BOLT 6:NUT SELF DRIWNG ALIGN BOTTOM OF POST I I \ 'A_ '..l•*".C)TA� f • Ct SCREWS HINGE VAIN TOP OF THE U-BAR • �• �• " STA 'jy(/�Egi 'I. DETAIL F NNER (4)1/4-14x7/6' I i►—.,.,.., Q VF ,••�(/W� - POST SELF DRWSNC I�:•/ LOCKING EXTERIOR ix.l•M;■ �(��n'•.•RCORIOP.•' \ : CRIMPPIE SCREWS / 'STRAP FRAME ,; 3a 7(,) g R W R W Building Consultants, Inc. Consulting and Engineering Services for the Building industry B P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 OFFICE C0PY Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Evaluation Report Report No.: FL-15221.1 Date: September 25,2017 Product Category Sub Category Manufacturer Product Name Plastpro,Inc. Smooth/Wood Grain/White Wood Grain Exterior Swinging 5200 West Century Blvd. Rustic Mahogany Doors Exterior Door Assemblies Los Angeles,CA 90045 Fiberglass Door InswinglOutswing-"Non-Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID# 1998)for Plastpro, Inc. based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product Approval, Department of Business&Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition(2017) Florida Building Code structural requirements excluding the"High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2& R301.2.1.2. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-15221.1 require further engineering analysis by a licensed engineer or registered architect 6. See drawing FL-15221.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by ETC-10-209-24641.0 ASTM E330-02 ETC Laboratories Mark Sennett ETC-08-209-21639.0 TAS 202-94 ETC Laboratories Joseph Dolden,P.E. TEL 01390365 TAS 202-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. 2. Drawing No. Prepared by Signed&Sealed by No.FL-15221.1 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) 00111111111,0 N S+'• ', Lyndon F.Schmidt,P.E.,T, 4. Quality Assurance \r•• GE • ; * // Certificate of Participation issued by National Accreditation and Management � F•••• Institute,certifying that Plastpro,Inc.is manufacturing products within a quality No 43409 : assurance program that complies with ISO/IEC 17020 and Guide 53. • -ti• " •• STATE OF • l' /ON lisis��titt%°iv �,, Lyndon F.Schmidt,P.E. FL PE No.43409 • 9/25/2017 Sheet 1 of 1 ssrsu,,,,��, _ '1„,,, plastpro 37.5”MAX OVERALL '=t ° S o&& �^ FRAME WIDTH =U: V * i 8i l=z e_ 5200 W. CENTURY BLVD. 7.:sY•. q, < mn LOS ANGELES, CA 90045 •• �,�\ 3 I \ J OIG m // `\ z >— • \ / ': / /zzzz�r n errs%0 a)°°2 Pt m o a Smooth / Wood Grain / White Wood Grain r \ / o E m '2 .m Rustic /Mahogany \ r \ / IN ° ., ' k a maa� P. Fiberglass Door z 3 E a z INSWING/OUTS WING z o g "NON-IMPACT" _ = z� w GENERAL NOTES u, w / \ / \e o o z 0 g 1. This product has been evaluated and is in compliance with the 6th Q z8 Z w Edition(2017)Florida Building Code(FBC)structural requirements a J \ \ r n �' excluding the"High Velocity Hurricane Zone"(HVHZ). > w 5w N w,, o . am ub 2. Product anchors shall be as listed and spaced as shown on details. O > b ° Anchor embedment to base material shall be beyond wall dressing or B o ° stucco. t a a a a 3. When used in areas requiring wind borne debris protection,this / \ / \ ;>L- n product is required to be protected with an impact resistant covering g that complies with FBC Sections 1609.1.2&R301.2.1.2. 4. For 2x stud framing construction,anchoring of these units shall be the1 In Y, n•a o same as that shown for 2x buck masonry construction. r R z Fsl z 5. Site conditions that deviate from the details of this drawing require W o 0 further engineering analysis by a licensed engineer or registered e N architect. TABLE OF CONTENTS CI-a Li 8SHEET# DESCRIPTION n z s 1 Typical elevations,design pressures&general notes MAX. DESIGN PRESSURE(PSF) 6 2 Door panel details SWING FRAME \-as N 3 Horizontal&Vertical Cross Sections(2X Buck) DIMENSION POSITIVE NEGATIVE n o 4 Horizontal&Vertical Cross Sections(IX Buck) 37.5" o Z 5 Horizontal&Vertical Cross Sections(Direct to Masonry) INSWING x +70.0 -70.0 DATE:02/15/12 Z 6 Vertical Cross Sections(Thresholds) 82.0" SCALE: N.T.S. 7 Horizontal&Vertical Cross Sections(Direct to Masonry) 37.5" Dwc.ar: uK m 8 Buck and frame anchoring OUTSWING x +70.0 -70.0 CHK.BY, LFS 3 E. 9 Bill of materials&components 80.5" DRAWNG No: N FL-15221.1 n a .°;-;• SWEET 1 or 9 N v — 49/16"JAMB DIRECT TO MASONRY JAMB(TYP.) `\\A\\`H*---• //////,�' 4" O(SEE SHEEP 7) . = tg N 1 ' °; EYP-) + 3 : _z•LL a ' i 0•,,,.......1 —� - _ 'moi• ZZZL11111Ipc4c ! !f o n = 0 TYP.HEAD O 2X BUCK SEE HINGE N 0 o a e z ca DETAIL 1 i &JAMBS OIXBUCK `> 8 cg 9 0 oa o — R DIRECT TO uta -cr a m 5 MASONRY / " MASONRY j O MASONRY b 9 c Z a. OPENING OPENING TYP.HEAD o al' &JAMBS ' 8 3a 4 FRAME 49/16'JAMB 00 40 g — 6-9/16"JAMB 0 vg i 2X BUCK 1 ® • — DIRECT TO — Oo 8 _ MASONRY 3 En 2X BUCK i a JAMB(TYP.) e. S, W v (SEE SHEET 7) g t SEE HINGE aw H o T.,u 7.,,.u DETAIL 2 M m a O G. — — O G. o 6 a CE 'xi D3a ?PS re E , 1 v '' • • • ' ' ' ' a • •N.8 Cn OZ )UCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB 6 w 0 Masonry construction `i L) cc ',=--;, CONCRETE ANCHOR NOTES: 00 i.Concrete anchor locations at the comers may be adjusted to maintain the min. DIRECT TO a$ a edge distance to mortar joints. MASONRY© DIRECT TO a 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to MASONRY© DIRECT TO %% ° maintain the min.edge distance to mortar joints,additional concrete anchors 0MASONRY F 8 may required to ensure the"MAX.ON CENTER"dimension ore not exceeded. DIRECT TO 1 X BUCK 0 1 X BUCK©3.Concrete anchor tab e: () III © UCKO JO 2XBUCK N 2X BUCK O n o i TYPE SIZE EMBEDMENT 1118/ EDGE ANCHOR 2X BUCK 11131 - O 2X BUCK y N iAPCON IX BUCK i' DATE,02/15/12 z �, 0 f ElCO m 1/4" 1.1/4" 1" 1" ® IOW,–© os SCALE N.TJK 1111 m it ULT ACON ITV —` Tapcore 3/16" 1-1/4^ �" 1-I J2" CHK.BY: LFS 3 WOOD SCREW INSTALLATION NOTES: -- DRAINING NO.: c ll 4 I.Maintain a minimum 5/8'edge distance,I"end distance,d I'o.c.spacing of s wood screws to prevent the splitting of wood. LATCH 6 DEADBOLT DETAIL HINGE DETAIL 1 HINGE DETAIL 2 FL-15221.1o SHEET 8 OF 9 N O 4 • PROPER INSTALLATION OF SILT FENCING Filter Fabric Backfill the fence on u ... Backfill your silt the receiving 'III direction of runoff -i� a fence 4 inches down "=mill - ►II` from your site I. and 4 inches across INSTALLING A FILTER FABRIC SILT FENCE SOURCE: HYDRODYNAMICS, INC. Optional Post Position Principle Post Post(Opllans;2'x t Or I �� a fConte0 20 Towana Flow) 2r Yin. Dia. Woo* Steel, 1,33 Los/F1.Alin.) 6'Alcor. Filter Fabric On $. L:onlarhnance WiM Sec. 965 FOOT Spee.) 11 .-'-------- 1 � ' I I �I Filter Fabric� — - -- i11 rn Silt Flow L II III 4 i ^ Ty. 'IT -v -if l i ELEVATION SECTION TYPE II SILT FENCE Poultry Mesh(20. Ga.Yin.) Or Type A Fence Fabr/c (Index No. 452&Sec.985 FDOT Spec) (Opllo ns e x t Or I I Optional Post Positions Principle Post Position lin.Dio. Wood: Steel _ (Canted 217'Toward Flaw) adlFI.win.) /0•Wax. 8 r Papery Mesh Or Filter Fabric On etr.", Type A Fence Fabric ' • Confornanc.With ---• . Sec. 985 FOOT Spec.) h 111 11 �� i 1,� Filter Fabric 11 1 ((i y� Silt Flow I lo, III -v- -(,r (./1 ELEVATION SECTION Note:. Silt Fence to be paid for under the oontroct unit price for Stoked Silt Fence an. TYPE 21 SILT FENCE