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1639 Sea Oats Dr Remodel and Addition 2014 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j � ATLANTIC BEACH, FL 32233 ' INSPECTION PHONE LINE 247-5814 �Ji31}? Application Number . . . . . 14-00001174 Date 8/25/14 Property Address . . . . . . 1639 SEA OATS DR Application type description RESIDENTIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 500000 --------------------------------------------------- Application desc REMODEL AND ADDITION -------------------------------------------------- Owner Contractor - ------------------------ ----------------------- COLLIER, KEITH D PHILLIPS BUILDERS LLC 1639 SEA OATS DR 1250 SELVA MARINA CIRCLE ATLANTIC BEACH FL 32233 PHILLIPSBUILDERSQCOMCAST.NET ATLANTIC BEACH FL 32233 (904) 349-2999 --------------------------------------------------- Permit . . . . . . RESIDENTIAL ALT/OTHER Additional desc . Permit Fee 1680 . 00 Plan Check Fee 840 . 00 Issue Date . . . . Valuation . . . . 500000 Expiration Date . . 2/21/15 --------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Will need Right-of-Way Permit for pavers as they encroach on an easement . All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from the edge of pavement to the property line . Reinforcing rods or mesh area not allowed in the right-of-way. Maximum driveway width in right-of-way for circular driveway is 121 . Full right-of-way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Shappelle' s and Waste Management . ) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING PERMIT IS Ar4]P&4WIJAWINIkPfj6 VT��TH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH s f 800 SEMINOLE ROAD JI ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Jjilt Page 2 Application Number . . . . . 14-00001174 Date 8/25/14 ------------------------------------------------------ Special Notes and Comments WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ------------------------------------------------------ Other Fees . . . . . . . . . STATE DCA SURCHARGE 25 . 20 STATE DBPR SURCHARGE 25 . 20 UTIL REV PRE APP >3 HRS 25 . 00 ---------------------------------------------------- Fee summary Charged Paid Credited Due --------- ---------- ------- Permit Fee Total 1680 . 00 1680 . 00 . 00 . 00 Plan Check Total 840 . 00 840 . 00 . 00 . 00 Other Fee Total 75 .40 75 .40 . 00 . 00 Grand Total 2595 .40 2595 .40 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. FORMS FLORIDA BUILDING CODE,ENERGY CONSERVATION FORM 402-2010 Residential Building Thermal Envelope Approach ALL CLIMATE ZONES SceM Compliance Win Section 402 or theR0ddalRdicRng axiq Energy CxIssullm shall be derrlonstr9ed by the use of Form 402 for single-and multiple-farniy reslydgences of truce stories"Icae-TToo co i)ty,,height.bulging must to me IM residential mall buildings,e enerrgy�Ic�Cy��ir ntsing o n fi buildings, liable t>2nndallory equi healing slsxnariarl In systems in Ta6te 4Wings, 213 a this form If a building does not`Comply with this method or Alternate Form 40Z it may still comply under Section 405 oft Roddaa 4l&79 Cbd--6xrgy Cxis�ion PROJECT NAME: ! jj� c CiA 0 Q7�!L BUILDER:r T f I Lw �'/• !1 LLCi. AND ADDRESS: p �s �, 3GZ�;'� PEFimraING -� r' OFFICE: OWNER: `(� C 6 i PERMIT NO.: j JURISDICTION NO.: Qaneral Instructions 1.New construction which incorporates art/of the foilowi features ca ir"axrtpy using this method glass areas in©cess or 20 pment Of corWitioned floor area.electric resistance het ax1 air haldlas located In attics.Pddl ttom s 600 sq.it.,renovations and equipmeru tlmngeouts may om-0Y by this method Alth exoeptlons given 2.Fain�;tka�F:a auespa Gua. Tooc;ns:ual'coulrna�Tate u w.;.,Yzlnfaraonra�i;e;tai idl Aaxllxidied' auesm stoeag aloe nSGeiiiCali at ilk requiredleets. 3.CorT4A19-lxage 1 Cased m lite So sae I sailed:cxdurnn Infornwllort. 4.Read the requlrenads of Ttde 4028 a d1 c heck each box to indldeyour Intent to cornpiy with all applicable nems. 5.Feed,sign a>d mate the tPrepaeb eyt_certification staternalt at the bottom of page 1.Theowner or owners aged must also sign and date the foam Please Print CK 1. New construction,addition,or existing building 1. *J'Xj!J� 2. Single-family detached or multiple-family attached 2._JT&A( 13�iTLy 3. If multiple-family-No.of units covered by this submission 3. - 4. Is this a worst case?(yes/no) 4. yBS 5, Conditioned floor area(sq.It.) 5. 6. Glass type and area: a.U-factor 6a. i JZ b.SHGC 6b. 13 c.Glass area 6c. 3,30 _sq.ft. 7. Percentage of glass to floor area 7_ /,3,CY % ✓ 8. Floor type,area or perimeter,and insulation: a.Siab-on--grade(R-value) 8a.R=_ A >3,S Iin.ft. b.Wood,raised(R•value) 8b.R= sq.ft. - c.Rood,common(R-value) ac.R= sq.ft. d.Concrete,raised(R-value) 8d.R= sq.ft. - c.Conacte,common(R-value) 8e.R= sq.ft. 9. Wall type,area and insulation: a.Exterior: 1. Masonry(Lrsulation R-value) ga-1,R= sq.ft. 2. Wood frame(Insulation R value) 9a-2. R=� sq.ft. b.Adjacent: 1. Masonry(Insulation R-value) 9b-1. R= sq-ft. 2. Wood frame(Insulation R-value) 9b-2. R- _sq.ft 10. Ceiling type,area and insulation: a.Underattic(Insulation R•valae) 10a.R= .30 ._-sq.ft•1Z�- b.Single assembly(Insulation R-value) 10b.R=- _sq.1t. - 11. Air distribution system:Duct insulation,location,On a.Duct location,insulation b.AHU location 11b. - c.Qn,Test report attached(<0.03;yes/no) 11e.Test report attached? Yes N9 12. Cooling system: ✓ 12a.Type: �A.Type 12b.SEEWEER: b.Efficiency 13. Heating system: 13a.Type: a.Type 13b.HSPF/COP/AFUE: b.Efficiency 14. HVAC sizing calculation:attached 14. Yes Ngo 15. Hot water system: t/ 15a.Type: d� - a.Type 15b.EF: .9L b.Effrcicney I WcbyartiN that lheplats aAspedncadore wvrree bythe aiciationareln wVlar"Ath lnenafda POACH or plans and 4podfcnbonsc"edby Ws placation irreales cOmpliwcev6th the Rorida Erogy Code Energy Coda:BeforeomArudlon Is earmleted,Ihls b k4cing w it be Inspected for compwrxo in w=dawa:qth Suction 559.908•FS t�rt�err �4IZif/ 1t16�� sale /3 000ECfflwu I hEr"oenlry that this hulling Is In conpilancevhth the riorlda Rierp Codes CU+1f,EKA aqr. C41E DATE C.4 2010 FLORIDA BUILDING CODE-ENERGY CONSERVATION FORMS TABLE 402A BUILDING COMPONENT PERFORMANCE CRITERIA' INSTALLED VALUES: U-Factor<0.65 Windows(see Note 2): SHGC=0.30 U-Factor= %of CFA<=20% SHGC= Skylights 1.1-Factor<0.75 %of CFA= Doors:Exterior door U-Factor _. U-Fadur<0.65 U-Factor= Floors: Slab-on-grade No requirement R-Value= Over unconditioned spaces isee Note 3 R-13 Walls_:Ext and Adj.(see Note 3): Frame I R-13 k R-Value= Mass (see Note 3) Interior of wall )R-7.8 !R-Value= Exterior of wall, i R-6 ----__---- I R•Value= -!_-_-_ Cesings(see Notes 3&4) h R=30 - R� Value= +�ASlacheG Reflectance 0.25 Reflectance= YeslNa Ah distribution system(see Note 4) Ductwork&air handling unit: Locatwn. Test report Unconditioned space Not allowed I Attached? Conditioned space (Yes/No Duct R-value R-value;-,6 P'Vakm e Air leakage On On x=0.03 o ' Air conditioning systems(see Not.5 SEER=13.0 SEER= Heating system Heat pump(see Note 5) Goofing. SEER=13.0 SEER= Heating. HSPF=7.7 HSPF= Gas furnace AFUE 78% AFUE Oil furnace AFUE 78% i AFUE= 1 Electric resistance:Not allowed(see Nate 5) _--- - -- -..- Water heating system(storage type) Electric(see Nota 6). 40 gal:EF=0.92 Gallons= i II 50 gal:EF=0.90 EF- I Gas fired(see Note 7): 40 gal:EF=0.59 Gallons= iI Other(describe): 50 gal:EF=0.58 EF (1)Each component present in the As Proposed home must meetorexceed each of the applicable performance criteria In orderto comply Ath this code using this method: othervdse Section 405 compliance must be used. I (2)Windows and doors qualifying as glazed fenestration areas must complywith both the maximulin LI-Factorand the ma)dFnumSHGC(solar Heat Gain Coefftlent)cfiteria and have a maximum total window area equal to or less than 20%of the conditioned floor area(CFA),otherwise Section 405 must be used for compliance. Exception:Additions of 600 square feet(56 m2)or less may have a maximum glass to CFA of 50 percent I. (3)R-values are for Insulation material only as applied in accordance with manufacturers'Installation instructions.For masswalls,the fli terlorofwallt.requirement must be j met except it at least 50%of the R-6 Insulation required for the:exterior of watlris installed exterior of,or integral to,the wall. l (4)Ducts 8 AHU Installed substantially leak free per Section 403.2.2.1.Test by Class t BERS rater required. Exception_Ducts installed onto an existing air distribution system as part of an addition or rencivatlon;duct must be R-6 installed per Sec.503.2.7.2- (5)For all conventional units with capacities greater than 30,000 Btu+hr. For other types of equipment,see Tables 503.2.3(1-8). Exception:The prohibition on electric resistance heat does not apply to additions,renovations and new heating systems installed in existing buildings. (6)For other electric storage volumes,minlinum EF=0.97{0.00132 x volume). (7)For other natural gas storage volumes,minimum EF=0-67-(0.0019 x volume). b i I j TABLE 4028 MANDATORY REQUIREMENTS COMPONENTS 1I1I(I_SECTION I _ REQUIREMENTS CHEC Tobe caulked,gasketed,weather8tripped orothervnsesealed.Recessed fighting ICrated 8a meetingRSTM E 111 Ale leakage 402.4 283.Windows and doors=0.30 dmtsq.fl.Testing or visual inspection required.Fireplaces:gasketed doors& outdoor combustion air. CerU'g54aiee walls 405.2.1 R-19 spars Permitting. Programmable thermostat _ 403.1.1 Where forced-air furnace is primary system,programmable thermostat is required. Air distribu0on system 403.2 Ducts In attic or on roots Insulated to R-8;other duds R-6.Ducts tested to O,=0.03 by a Class 1 BERS rater. - I - Heat trap required for vertical pipe risers.Comply with efficiencies In Table 403.4.3.2.Provide switch or dearly '' Water heaters 403.4 marked circuit breaker(elettic)or shutoff(gas).Chwladng system pipes Insulated Ia=R-2+accessible manual OFF Switch- -__-_._ I -- Spas and healed pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heal 11 Swimming pool a spas 403.9 loss except it 70%of heat from site-recovered energy.OftRimer switch required.Gas heaters minimum thermal efficient r�--78%(82%alter 4!16!13.Heatpum� -- I Sizing calculation performed&attached.Minimum efficiencies per Tables 503.2.3.Equipment efficiency verification Coolingt heating equipment 403.6 required.Special occasion cooling or heating capacity requites separate system or varlable capacity system. Elecnic heat>16kW must be divided Into two or more stages. Lighting equipment 1 40411 At least 50%of permanently installed lighting fottures shall be high-efficacy lamps. 2010 FLORIDA BUILDING CODE I ENERGY CONSERVATION C.5 Phillips Builders, LLC 1250 Selva Marina Circle Atlantic Beach, FL 32233 CBC #1257314 904-349-2999 J Job Address: Erosion and Settlement Control Plan • Install silt fence around perimeter of construction site Site Management Plan • Weekly inspection of all stakes throughout fencing • Pick up any loose debris daily • Parking will be on site N cv 5 S ` AUG 0.8V2ot4 TREE & VEGETT EM VAL PERMIT APPLICATION INSTRUCTIONS By ;? City of Atlantic Beach >; Department of Community Development (1) Complete and sign this form. :; ) 800 Seminole Road Atlantic Beach,FL 32233 (2) Attach the required supporting exhibits as listed on the application : (P)904247-5800 (F)904 247-5845 checklist. (3) Contact the Department of Community Development if you have r✓Single-/Two-Family Residential $125.00 questions or need assistance completing the application or determining which exhibits are required for your particular project. F— Multi-FamilyResidential $250.00 (4) Submit this form, along with all required exhibits and payment to r Commercial/Industrial $250.00 the City of Atlantic Beach,and in the appropriate amount according r- Institutional/Other Non-residential $250.00 to the application fees listed to the right,to the reception desk at the Building Department. 114- 001 ` Application#TREE - F SECTION I-SITE INFORMATION PHYSICAL ADDRESS �j�� ��L✓(�Orb Q s If an address has not been assigned to this property,contact the AS Building Department at (904)247-5826 to request an address. SUBDIVISION BLOCK LOT RE# SECTION II-APPLICANT INFORMATION r OWNER r LEGAL AUTHORIZED AGENT NAME OF APPLICANT P 14 LLJ_A AS G u,.`GQ Ir r� L_.L,-C, ADDRESS OF APPLICANT PHONE4 3¢�j-29"CELL EMAIL rlS 160V�a SECTION III-TREE&VEGETATION REMOVAL REQUEST I REQUESTTHAT THE TREES&VEGETATION ON THE ABOVE DESCRIBED PROPERTY AND INDICATED ON THE ATTACHED REQUIRED I EXHIBITS BE APPROVED FOR REMOVAL,AS PROVIDED IN THE CITY OF ATLANTIC BEACH VEGETATION CODE,CHAPTER 23, FOR THE FOLLOWING REASONS(check all that apply): i r Vegetation(trees)are difficult to maintain/owner dislikes. j Trees are dead,diseased or so weakened by age,storm,fire,or other injury so as to pose a danger to persons,property, i improvements or other trees. Vegetation(trees) pose a safety hazard to pedestrian or vehicular traffic or cause disruption to public utility services. r" Vegetation(trees)pose a safety hazard to buildings or structures. Vegetation(trees)completely prevent access or cross access to a lot or parcel. ' jVegetation and/or trees prevent development or physical use. It is the intent of this provision that a permit shall be granted for the removal of vegetation and/or trees when the applicant has demonstrated an effort to design or locate the proposed f improvements so as to minimize the removal of vegetation and/or trees. F I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITHIN THIS APPLICATION IS CORRECT AND I AGREE TO COMPLY I WITH ALL PROVISIONS OF CHAPTER 23,PROTECTION OF TREES AND NATURAL VEGETATION,AND ALL OTHER APPLICABLE k CODES AN RDI ES F qE C F ATLANTIC BEACH. 4 8 �¢ t SI ATURE OF APPLICANT DATE FOR INTERNAL OFFICE USE ONLY FRONTAGE FLU ZVAR ESA SR-1 DEPTH ZONING UBEX H/H SR-2 4ISA WAIV OAS CR M AREA Tree&Vegetation Removal Permit Application_versionos.oi.og -,r EXHIBIT B. TREE &VEGETATION INVENTORY Application#TREE - For the removal of 25 trees or less associated with major development, redevelopment or renovation of or addition to single- family or two-family structures,or the removal of 25 trees or less associated with the renovation of or addition to all other non- residential uses,use the grid below to create a Tree&Vegetation Inventory. Note the scale on the bottom of the page. Plot the boundaries of the subject property,as well as existing and proposed structure(s). Label all adjacent streets. Note the location of trees to be removed with an"X". Note the location of trees to be preserved with"[ ]". Note the proposed location of replacement (mitigation) trees with "O". Number all trees, whether to be removed, preserved or replaced, and list on EXHIBIT C. Tree & Vegetation Mitigation Worksheet. f 110 ------------ } E _ I ' I i i I PREPARED BY: SCALE: 1 SQUARE= EXHIBIT B_Tree&Vegetation Inventory—version oi.oi.og EXHIBIT C. TREE VEGETATION MITIGATION WORKSHEET Application#TREE 2 4 6 7 fl 8 9 e 10 11 12 ' d 1 14 !I 1 16 1'7 18 19 20 21 22 2 24 z 26 27 28 29 0 31 z 33 34 35 6 7 38 9 40 41 42 4 44 4 46 47 48 49 70 • 1 of 2 EXHIBIT C_Tree&Vegetation Mitigation Worksheet_versionol.ol.og CITY OF ATLANTIC BEACH Building Department 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 0„19% PLAN REVIEW COMMENTS Permit Application # / -' l� 7 z1 Property Address: �1 , 3 S eo 0.2 hPS Applicant: A �O s oy k, /0/"g Project: This permit application has been: ❑ Approved ❑ Reviewed and the following items need attention: � r � CnSPr a 2� 0 J Ike • cry h j'I1 ZS=� 4 • Please re-submit your application when these items have been completed. Reviewed By: m Date: 7-.Ps--1e1 ri�:Lyr�� City of Atlantic Beach DDTT j � APPLICATION NUMBER `Js n� Building Department 1�CF V�i1�` (To be assigned b the Building D partment.) 800 Seminole Road `� /! Atlantic Beach, Florida 32233-5445 , JUL 2 3 2014 7 Phone (904)247-5826 • Fax(904) 47-5845 �L0;119, E-mail: building-dept@coab.us �$ Date routed: City web-site: http://www.coab.us `– '— - APPLICATION REVIEW AND TRACKING FORM Property Address: 161,5216A-inors Ar Detment review required Yes No u' Applicant: �'��/ S tannin &Zoni Tree Administrator Project: L /fAb ublic Works N 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: ❑Denied. (Circle one.) Comments: X/Alpproved. BUILDING PLANNING &ZONING Reviewed by: � Date: TR DMIN. Second Review: A roved as revised. ❑ pp ❑Denied. *FErTIS Comments: PU Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER }� Building Department (To be assigned b the Building D partment.) 800 Seminole Road tlantic Beach, Florida 32233-5445 Phone (904)247-5826 • Fax(904)247-5845 r j'19" E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: o39 jiilxzGrs hr DgpjrLment review required Yes No ju' Applicant: • /�/� 5 tannin &Zoni Tree Administrator Project: L AA ubIic Works �� Safety Public Saftie ety 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: 944-proved. ❑Denied. (Circle one.) Comments: QEDN:G)' �) 6 C, PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denie . PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 r5 ���f� City of Atlantic Beach RET"r � APPLICATION NUMBER J� iil Building Department (To be assigned b the Building D partment.) r 800 Seminole Road JUL 2014 9 -0 Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247=5845 "!0j,19" E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �a i>�Ja�—s �/� De ment review required Yes No u Applicant: ! S W�ddg45 tannin &Zoni Tree Administrator Project: ublic Works Le&lQ�Z •�r��v Uti et Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B 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. (Circle one.) Comments: BUILDING SQ'"`, PLANNING &ZONING ' �b Reviewed by: Date: TREE ADMIN. Second Review: ]Approved as revised. enied. o PUBLIC WORKS Commeents: � 0 PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: G.. Reviewed by: Date: CJ Revised 05/14/09 rirLif�� City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned b the Building Department) r 800 Seminole Road �j Atlantic Beach, Florida 32233-5445 o / Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.usDate routed: X2 -0 714 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM 16F,39 SAr qProperty Address: De ment review required Yes No udwaa Applicant: / ,5 tannin &Zoni Tree Administrator Project: /]� ublic Works + / _ ) Utile '�'"] N 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 tow Reviewing Department First Review: [-]Approved. Xpenied. VW (Circle one.) Comments: Pea3'c t.�r-ukl:Jt a -h-ce Sc4rvGy BUILDING P I G^(( rr AIJo Mees, ie c,%,✓cre ika+ '[tv, /hak it-1 (- PLANNING &ZONING G �kT � �S f 4M � Reviewed by: Date: /W TREE ADMIN. Second Review: pproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 MAP SHOWING BOUNDARY SURVEY OF LEGAL PROVIDED BY CLIENT: `sFiq LOT 10, BLOCK 5, SELVA MARINA UNIT NO. 6, (ep R,p rs Q ACCORDING TO PLAT RECORDED THEREOF IN PLAT 7V q32j OF w4 DRI BOOK 34, PAGES 51, 51A, 51B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. lv ICHOR 2�f AND THAT PORTION OF TRACT A. SELVA MARINA ,• �Cy � 47-) 4.�8' UNIT NO. 6, ACCORDING TO THE PLAT THEREOF .D'S < R RECORDED IN PLAT BOOK 34, PAGES 51, 51A, T�, I-Al X4.18' 51B, OF THE CURRENT PUBLIC RECORDS OF Rf01 DUVAL COUNTY, FLORIDA THAT LIES SOUTHERLY L / 74.18'(CNORD)(PLAT) OF THE EASTERLY EXTENSION IN A STRAIGHT LINE 7523 7422'(CNORO)(MEASURED) OF THE NORTHERLY BOUNDARY LINE OF LOT 10, PT BLOCK 5 OF SAID SELVA MARINA UNIT NO. 6. \ e •� 1 v. h CERTIFIED TO: 01 0.1' 1 KEITH D. COLLIER & JENNIFER COLLIER w MEGASTAR FINANCIAL CORPORATION HOMEGUARD TITLE & TRUST, LLC P ? nCNONE FIRST AMERICAN TITLE INSURANCE COMPANY s Cp W c Q ^OJ /jJ,. 0 4.1•n;7p B. h S.g• 14.8' = J LOT COI 1a � BLOCK95 / `.A c ' ONW e ST 4— a 0.2• ?p3. PAD pOS �r / roy 4.y. f 163g I 1 OM 0 BO• COVERED A .h ^ A/C PAD „psi7S4' 2J a. I00 r� I 1 ry j 7 34' ?• t,'..f.t; -•� 29.5' W i w � I�N LOT 11 0- L7 o BLOCK 5 I I Lo N 0.9' 4.4' I 1 s `\ LOT 10 0 BLOCK 5 IV EASEMENT FOR \ I 1 DRAINAGE&UTILITIES ao `fes'. o, LL I 4 i % 0.6' 9 Up �\ i�.2' '1�L P 13g' LOT 5 9!a, 9 �en�. ���/•�rR'T1'3.99..g95IF6. VRgo2 BLOCK 5 v O 5 R0� CNQ $ W PjEO� L 2 CV S IGNpRQ��CP ` ROP` LEGEND: pF wNo 661H 0 SET 1/2•RE9AR PC - POINT OF CURVATURE 5� �N,4 PLOW FTAM E/2 M#61 PPE 46 PT - POINT OF TANGENCY IRON ('KN NO IDENTIFICATIONPRC - POINT OF REVERSE (UNLESS OTHERMISE NOTED) CURVATURE E-414'CONCRETE MONUMENT PCC - PONT OF COMPOUND A/C - AIR CONDITIONER CURVATURE —X— - FENCE O CONCRETE NOTES: REVISIONS 1. BEARINGS ARE BASED ON THE PLAT BEARING OF N 29'57'54'W ALONG THE DATE DESCRIPTION WESTERLY BOUNDARY LINE OF SUBJECT PARCEL. 2. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS UE WITHIN FLOOD ZONE ' X . AS SHOWN ON THE NATIONAL FLOOD INSURANCE MAP DATED APRIL 17, 1989, COMMUNITY NUMBER 120075, PANEL--➢01n. 3. THIS SURVEY REFLECTS ALL EASEMENTS&RIGHTS OF WAY AS PER RECORDED PLAT&/OR TITLE COMMITMENT IF SUPPLIED. UNLESS OTHERWISE STATED, NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED 4: THIS SURVEY IS NOT VAUD WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL City of Atlantic Beach APPLICATION NUMBER Building Department �� (To be assigned by the Building Department.) 1 s 800 Seminole Road `� ilV ) a �r Atlantic Beach, Florida 32233-5445 -1 u Phone(904)247-5826 • Fax(904)247-5845 AUG 1 1 20'4 eft ar E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 'lo3q Ste,,+5 Dc Department review required Yes No Building Applicant: �� 1 1�(� 'Ll Planning &Zoning Tree Administrator Project: ✓�� C)y Public Work u is Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receiptof 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: ❑Approved. [A - Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: k0o, Date: � TREE ADMIN. Second Review: pproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: ' Q FIRE SERVICES Third Review: []Approved as revised. []Denied.. Comments: Reviewed by: - Date: Revised 05/14/09 LyrJv� CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD :) :r ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 v f J� �► Application Number . . . . . 14-00100030 Date 8/14/14 Property Address . . . . . . 1639 SEA OATS DR Application type description DEV REV TREES/VEGETATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc TREE REMOVAL APP ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ COLLIER, KEITH D PHILLIPS BUILDERS LLC 1639 SEA OATS DR 1250 SELVA MARINA CIRCLE ATLANTIC BEACH FL 32233 PHILLIPSBUILDERSQCOMCAST.NET ATLANTIC BEACH FL 32233 (904) 349-2999 ---------------------------------------------------------------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 8/14/14 Valuation . . . . 0 Expiration Date . . 2/11/15 ---------------------------------------------------------------------------- Special Notes and Comments THE TREE APPLICATION SUBMITTED SEEKS TO REMOVE 32" OF PROTECTED TREES, WHILE PRESERVING BY RELOCATING 16" OF TREES . ONE INCH NEEDS TO BE REPLANTED OR PRESERVED FOR EVERY 2 INCHES REMOVED. THIS MEANS THAT NO ADDITIONAL MITIGATION IS REQUIRED. THE TREE PLAN SUBMITTED SHOWS TWO PALM TREES WILL BE RELOCATED FROM THE FOOTPRINT OF THE ADDITION TO THE REAR OF THE LOT. JTH ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. • iV'rJS� CITY OF ATLANTIC BEACH S Department of Community Development 800 Seminole Road Atlantic Beach, FL 32233 Phone:(904)247-5800 Fax:(904)247-5845 Internet: www.coab.us ` jilt TREE REMOVAL PERMIT Mike Phillips Re: 1639 Sea Oats Drive Tree Removal Permit: Approved The tree application submitted seeks to remove 32" of protected trees, while preserving by relocating 16" of trees. One inch needs to be replanted or preserved for every 2 inches removed. This means that no additional mitigation is required. The tree plan submitted shows two palm trees will be relocated from the footprint of the addition to the rear of the lot. o APPROVAL 15 IN ACCORDANCE WITH THE CITY OF ATLANTIC BEACH CODE OF ORDINANCES IN EFFECT AT TIME OF ISSUANCE. Ll 'JereW Hubsc ,TPO ADMINISTRATOR TREE & VEgBy O MOVAL PERMIT APPLICATION INSTRUCTIONS J ,�t,4 City of Atlantic Beach Department of Community Development (1) Complete and sign this form. 800 Seminole Road Atlantic Beach,FL 32233 (2) Attach the required supporting exhibits as listed on the application (P)904247-5800 (F)904 247-5845 checklist. i (3) Contact the Department of Community Development if you have Single-/Two-Family Residential $125.00 questions or need assistance completing the application or determining which exhibits are required for your particular project. r Multi-Family Residential $250.00 (4) Submit this form, along with all required exhibits and payment to (— Commercial/Industrial $250.00 the City of Atlantic Beach,and in the appropriate amount according to the application fees listed to the right,to the reception desk at Institutional/Other Non-residential $250.00 the Building Department. Application#TREE— SECTION I-SITE INFORMATION PHYSICAL ADDRESS /6 Sq '�egQ Ifan address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address. SUBDIVISION BLOCK LOT RE# SECTION II-APPLICANT INFORMATION r OWNER r LEGAL AUTHORIZED AGENT NAME OF APPLICANT p P LL-L,4 AS r3 j/, C._,.L., C,- ADDRESS -ADDRESS OF APPLICANT PHONE(��,[� 3¢R- CELL EMAIL SECTION III-TREE&VEGETATION REMOVAL REQUEST I REQUEST THATTHE TREES&VEGETATION ON THE ABOVE DESCRIBED PROPERTY AND INDICATED ON THE ATTACHED REQUIRED EXHIBITS BE APPROVED FOR REMOVAL,AS PROVIDED IN THE CITY OF ATLANTIC BEACH VEGETATION CODE,CHAPTER 23, FOR THE FOLLOWING REASONS(check all that apply): [7 Vegetation(trees)are difficult to maintain/owner dislikes. r / Trees are dead,diseased or so weakened by age,storm,fire,or other injuryso as to pose a danger to persons,property, `1 improvements or other trees. F- Vegetation(trees) pose a safety hazard to pedestrian or vehicular traffic or cause disruption to public utility services. r- Vegetation(trees)pose a safety hazard to buildings or structures. Vegetation(trees)completely prevent access or cross access to a lot or parcel. Vegetation and/or trees prevent development or physical use. It is the intent of this provision that a permit shall be granted for F the removal of vegetation and/or trees when the applicant has demonstrated an effort to design or locate the proposed improvements so as to minimize the removal of vegetation and/or trees. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITHIN THIS APPLICATION IS CORRECT AND I AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23,PROTECTION OF TREES AN D NATURAL VEGETATION,AND ALL OTHER APPLICABLE CODES AN RDI ES F qE C F ATLANTIC BEACH. SI ATURE OF APPLICANT DATE FOR INTERNAL OFFICE USE ONLY FRONTAGE FLU ZVAR ESA SR-I DEPTH ZONING UBEX H/H SR-2 AREA ISA WAIV DAB CR Tree&Vegetation Removal Permit Applica tion_version oi.oi.og - Application#TREE= EXHIBIT B. TREE &VEGETATION INVENTORY For the removal of 25 trees or less associated with major development, redevelopment or renovation of or addition to single- family or two-family structures,or the removal of 25 trees or less associated with the renovation of or addition to all other non- residential uses,use the grid below to create a Tree&Vegetation Inventory. Note the scale on the bottom of the page. Plot the boundaries of the subject property,as well as existing and proposed structure(s). Label all adjacent streets. Note the location of trees to be removed with an"X". Note the location of trees to be preserved with "[ ]". Note the proposed location of replacement (mitigation) trees with "0". Number all trees, whether to be removed, preserved or replaced, and list on EXHIBIT C. Tree & Vegetation Mitigation Worksheet. 12,6446 061) 1�G G44acktd 10 j T/2- PREPARED BY: SCALE: 1 SQUARE= EXHIBIT B_Tree&Vegetation Inventory version oi.oi.og EXHIBIT C. TREE VEGETATION MITIGATION WORKSHEET Application#TREE - Z 4 6 7 8 9 10 u 12 Z1 1 Q 14 1 h 16 17 18 19 ao 21 22 i 24 i 26 27 28 a9 0 31 2 33 34 6 7 8 39 40 41 42 4 44 4 46 47 48 49 50 1 of 2 EXHIBIT C_Tree&Vegetation Mitigation Worksheet_versionoi.oi.og (e) Mitigation criteria and procedures. (1) Any relocation of trees in compliance with this section shall be performed in accordance with accepted industry practices, including watering to insure survival of transplanted stock. Transplanted trees must be guaranteed for at least one(1)year. (2) Protected trees identified for removal on the site clearing or tree removal permit application shall be replaced with new-planted trees, unprotected trees or transplanted trees. In general: protected oaks removed shall be replaced only with oaks. With tree board concurrence, hardwood trees yielding a similar canopy may be used. The total caliper inches of replacement trees shall equal one-half( 1/2) the total caliper inches of protected trees removed,unless otherwise approved by the tree conservation board. If multi-trunked trees are used as replacement trees,then the total caliper of the four(4)largest trunks shall equal the replacement caliper. New palms may be used only to replace protected palms removed. No replacement will be required for protected trees which are determined by the city to be dead or deteriorated as a result of age,insects,disease,fire,lightning or other acts of nature. a. New replacement trees shall be a minimum of Florida Number One defined in the most current edition of the Grades and Standards for Nursery Plants, Parts I and II,published by the Florida Department of Agriculture and Consumer Services. Trees shall be a species having an average nature crown spread of no less than thirty (30)feet in Northeast Florida. Trees shall have a minimum two-inch caliper and a minimum of ten(10)feet in overall height. b Existing trees, three-inch caliper or greater, which are not protected trees or transplanted, may be utilized to satisfy tree replacement requirements,subject to the conditions stated in this subsection. c. New, preserved nonprotected, or transplanted oaks used as replacement for removed protected oaks shall be four-inch caliper or greater. d. Existing protected trees which would otherwise be removed from the site because of development may be utilized to satisfy tree replacement requirements if transplanted to a location on the site which meets the requirements of this subsection. e. If protected tree removal is associated with new development,the name, size and location of all replacement trees shall be shown on the required landscape plan and such trees shall be installed prior to the final building inspection and issuance of the CO.Otherwise,the name,size and location of the required replacement trees shall be shown on the site plan required for site clearing or tree removal and such trees shall be installed within the time limit stated on the site clearing or tree removal permit. f. Existing nonprotected trees,transplanted trees and new trees used for replacement become protected trees. g. Replacement trees shall be maintained by watering and guaranteeing the tree for one (1) year.Failure to maintain the trees shall be deemed a violation of the zoning code. h. A tree used for replacement shall be at least ten ('10) feet from any other tree planted, transplanted or preserved. i. If the applicant demonstrates to the satisfaction of the director that the site cannot accommodate the total number of required replacement trees as a result of insufficient planting area, the applicant shall provide a monetary contribution to the tree replacement account. The amount of such contribution shall be determined as follows: For every two(2)caliper inches,or fraction thereof,of replacement trees which would otherwise be required,the contribution shall be equal to the retail value of a planted two-inch caliper nursery-grown shade tree. The retail value shall be calculated by taking the average of the median current wholesale price,published by North Florida nurseries,for a container grown, and a balled and burlapped two-inch caliper laurel oak, multiplied by two(2).The retail value shall be recalculated and adjusted annually on October 1. (f) Tree protection during development. All protected trees, preserved understory vegetation, and trees retained for tree credit, pursuant to subsection (e), shall be protected from injury during any land clearing or construction in the following manner: (1) Prior to any land-clearing operations,tree limbs which interfere with construction shall be removed and temporary barriers shall be installed around all trees and other understory vegetation to remain within the limits of land clearing or construction and shall remain until the completion of the work The temporary barrier shall be at least three(3)feet high,shall be placed at least six(6)feet away from the base of any tree,shall include at least fifty(50)percent of the area under the dripline of any protected tree or trees retained for tree credit pursuant to subsection(e),and the barrier shall consist of either a wood fence with two-by-four posts placed a maximum of eight (8) feet apart, with a two-by-four minimum top rail,or a temporary wire mesh fence,or other similar barner which will limit access to the protected area. Tree protection shall comply with the guidelines in the Tree Protection Guide for Builders and Developers by the Florida Division of Forestry and any other reasonable requirements deemed appropriate by the director to implement this part. (2) No materials,trailers,equipment or chemicals shall be stored,operated,dumped.buried or burned within the protected areas. No attachment, wires (other than protective guy wires), signs or permits shall be attached to a protected tree. When removing branches from protected trees to clear for construction or pruning to restore the natural shape of the entire tree, the guidelines in the National Arborist Association Pruning Standards for Shade Trees and the American National Standards for Tree Care Operations(ANSI#Z 133.1)shall be followed Protected trees shall be pruned to remove dead or damaged limbs and to restore this natural shape, and fertilized as necessary to compensate for any loss of roots and to stimulate root growth. Any damage to tree crowns or root systems shall be repaired immediately after damage occurs BUILDING PERMIT APPLICATION D FILECOPY CITY OF ATLANTIC BEACH Q I1n 800 Seminole Road, Atlantic Beach, FL 3223 !j U ` Office (904) 247-5826 Fax (904) 247-58 2 2o14 Job Address: 1639 Sea Oats Drive, Atlantic Beach, FL 32233 Perm er: " 7 Legal Description Below Parcel#172020-0136 Lot 10,Block 5,SELVA MARINA NO 6,according to the plat recorded thereof in the Plat Book 34,Pages 51,51A,51B,of the Current Public Records of Duval County, Florida.And that portion of Tract A,SELVA MARINA UNIT NO 6,according to the plat thereof recorded in Plat Book 34,Pages 51,51A,and 51B,of the current Public records of Duval County,Florida that lies southerly of the easterly extension in a straight line of the northerly boundary line of Lot 10,Block 5 of said Selva Marina Unit No.6. z5U O (j,3 , D Floor Area of Sq.Ft. Sq.Ft Valuation of Work$ / Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial esidenti If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N /A Florida Product Approval# For multiple products use product approval form l Describe in detail the type of work to be performed: TE( d a ��•� Property Owner Information: Name:Keith and Jennifer Collier Address:1639 Sea Oats Drive City Atlantic Beach State FL Zip 32233 Phone 904-535-3698 E-Mail or Fax#(Optional) Contractor Information: CONTRACTOR EMAIL ADDRESS: phillipsbuilders(u)comcast.net Company Name: Phillips Builders, LLC Qualifying Agent: Barbara C Phillips Address:1250 Selva Marina Circle City Atlantic Beach State FL Zip 32233 Office Phone 904-349-2999 Job Site/Contact Number 904-349-2999 Fax# State Certification/Registration#Florida CBC 1257314 Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address 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 th. issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit become null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six(6)months at any tim, after work is commenced. 1 understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordi nces governirr this type of work will be complied with whether specrj ed herein or not. The granti n of a permit does not presume to give authority to v' l to or cancel th, provisions of any other federal,state, or local aw r0"Xw'�A. truction or the per ormance of construction. Signature of OwneSignature of Contractor (, 1 Print Name t. - .1 ........CQ..I..l.l.. , ........ Print Ngrrle .( .. ..r�r� ........_ ..Ylr.i.. ....4.+!.1.. �............................ Swor %wand subscri ed before me Sw d subscribed re ethis of thi of 2017reuruary J.STE#EE057293Notary a pinsN Public 6ohded"u"Fan MW ' � Revised 0U' 6.10 DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING ODE Review Result (circle one) Approved Disapproved Approved w/ Conditions Review Initials/Date: Development Size FILE Habitable Space_?yG�. s_F Non-Habitable Impervious area Miscellaneous Information Occupancy Group - _ Type of Construction Number of Stories Zoning District �e - L Max. Occupancy Load Fire Sprinklers Required Flood Zone /V A Conditions/Comments: 4 LE COPY ' Phillips Builders, LLC 1250 Selva Marina Circle Atlantic Beach, FL 32233 CBC #1257314 904-349-2999 r Job Address: Erosion and Settlement Control Plan • Install silt fence around perimeter of construction site Site Management Plan • Weekly inspection of all stakes throughout fencing • Pick up any loose debris daily • Parking will be on site j vw UC—( F-to-i <.0 it f f G'$1 n-u" a `a oc = n co J a d ac c p; y a c ocfD n O (IQ R Q CD O a 0Z `� O p 0 O i m n C a 0 CD v, H 0- �' Y 4 N S r-- b d J c r�.I v v �+ r O• co � p .� o o � F � CL � y a: O Qom � f goo N g o � w ` Nr � � � W N � p V oo �1 G\ vi � w N •- N � p � Oo �1 G1 v, �- W N '"' � QC N O G p pC > 0 o n �_ n 0 O C O O '' (n ri Z3 rn O N O C 77- f]. N CD CD UQ - C N O '0,.'x'1 C? �_ UQ C v' N O v (n a �' :h tra w cn CD d O CD A� CD O D�vp i c CD r = d c r 0 o � A N � a 0 W C r =e l Y FILE COPY ' ENGINEERING COVER SHEETUL�IIIJJ'10 A �Q- NSF 900� Job Number: 66819525 Sold To: DURHAM BUILDING MATERIALS U: ' . 59660 O Ship To: 1639 SEA OATS DRIVE Lot/Block/Subdivision: Model: COLLIER RESIDENCE p '• STATE OF :''w County: DUVAL %SFS •.FCOR1oP. 'G��\.` �0 1 5/6/2014 Design Code: FRC 2010/TP12007 Design Method: MWFRS/C-C Hybrid Wind ASCE 7-10 Wind speed (mph): 130 mph Design Software: MiTek 20/20 —Version 7.33 Total Roof Load: 37 psf Total Floor Load: 55 psf Engineer or Professional of Record: UNKNOWN AT TIME OF PRINTING This package include 9 Individual, dated Truss Design Drawing(s). #_ Truss ID: Date: # Truss ID: De: # Truss ID: Date: # Truss ID: Date: # Truss ID: Date: at 1 F01 5/6/14 16 31 46 61 2 F01 A 5/6/14 17 32 47 62 3 F02 5/6/14 18 33 48 63 4 F03 5/6/14 19 34 49 64 5 F03A 5/6/14 20 35 so ss 6 F03B 5/6/14 21 36 51 66 7 F04 5/6/14 22 37 52 67 8 F04A 5/6/14 23 38 s3 6s 9 F05 5/6/14 24 39 54 69 10 25 r42 55 70 11 26 56 71 12 27 57 72 13 28 58 73 14 29 44 59 74 15 30 45 60 75 DIGIACOMO ENGINEERING INC. Charles P DiGiacomo P E (Truss Design Engineer; FL PE License #59660 3184 Litchfield Dr. Orange Park FL With my embossed seal affixed to this sheet, I hereby certify that I am the truss design engineer for the truss designs listed above only. This index sheet to be compliant with 61 G15-31.003 sec.5 of the Florida Board of Professional Engineers. The embossed seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed above. The suitability and use of each Truss design drawing for any particular building is the responsibility of the Building Designer, per ANSI/TPI 1-2002 Section 2. Unless noted above, there is no Structural Engineer Of Record at the time these drawings were sealed. WARNING-Trusses require extreme care in fabrication, handling, shipping, installing and bracing. Refer to BCSI 1-03 published by TPI and WTCA for safety practices prior to performing these functions. Job Truss Truss Type Qty Ply 66819525 F01 GABLE 1 1 Job Reference(optional) 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue May 06 20:50:41 2014 Page 1 ID:f91N?Ro6VFGVJiJ35zy2mznV7t-LFgOGOiyeAGE58B2SRChLdCt9_7kPNkLPXpWV WZJ72S 0-�-8 0-1-8 Scale:1/4'=1 3x6 FP= A B C D E F H I J K L M N O P Q R TZ S T U V w X AX S 1 1 S 1 1 1 1 1 1 S 1 1 1 1 S 1 1 1 1 1 1 S 1 1 1 1 AV AU AT AS AR AQ AP AO AN AM AL AK AJ Al AH AG AF AE AD AC AB AA Z Y 3x4= 3x4= 3x6 FP= 12-0-0 14-8-0 17-4-0 20-0-0 22-8-0 25-4-0 28-0-0 1 4 0 2 8-0 4-0-0 5 4 0 6-8-0 8-0-0 9-4-010-8- 13-4- 16-0- 18-8 1-4 4-0 6-8 215-11 rO 1-4-0 1-4-0 1-4-0 1-4-0 1-4-01-14 0 1 4 0 1-4-0 1 4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 11-0 Plate Offsets X X:0-1-8 Ed e, AW:0-1-8,0-1-01,[AX:0-1-8,0-1-0 loc LOADING(psf) SPACING 1-4-0 CSI DEFL in ( ) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 Y n/a n/a Weight:150 Ib FT=20%F,11%E BCDL 5.0 Code FRC2010/TPI2007 (Matrix) LBRACING UMBER TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except TOP CHORD 2x4 SP No.2(flat) end verticals. BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS All bearings 28-11-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)AV,Y,AU,AT,AS,AR,AQ,AP,AO, AN,AM,AK,AJ,At,AH,AG,AF,AE,AD,AC,AB,AA,Z FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Ory Ply 66819525 F02 GABLE 1 1 Job Reference o tional 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue May 06 20:50:42 2014 Page 1 I D:f9lN?Ro6VFGVJiJ35zy_?mznV7t-pROPTMja0005ilmF09jwurl2pOSnBgyUeBZ3RMzJ72 0-1-8 o-H-B Scale=1:26. 3x6 FP= 3x4= A B C D E F G H I J K L M N in TA 9 ELI L� LP 71 R AB AA ZY X W V U T S O 3z6= 3x4= 3x6 FP= 1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 9-4-0 10-8-0 12-0-0 13-4-0 14-8-0 16-0-01 -5 8 1 4-0 1-4-0 1-4-0 1-4 0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4 0 5- Plate Offsets XY: N:0-1-8,Ed e, AC:0-1-80-1-0, AD:0-1-8,0-1-0 LOADING(pst) SPACING 1-4-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 O n/a n/a Weight:90 Ib FT=20%F,11%E BCDL 5.0 Code FRC2010/TPI2007 (Matrix) LUMBER BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except TOP CHORD 2x4 SP No.2(flat) end verticals. BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS All bearings 16-5-8. (lb)- Max Grav All reactions 250 Ib or less at joints)AB,0,AA,Z,Y,W,V,U,T,S,R, O,P FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job TrussTruss Type Oty Ply 66819525 F03A FLOOR 6 1 Job Reference(optional) 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue May 06 20:50:43 2014 Page 1 ID:f91N?Ro6V FGVJiJ35zy_?mznV7t-IexnhikC90 WyKSLRasE9Q2HBCnmAtGYetrlczpzJ72Q 0-1-8 1-3-00-6-8 01 8 H I 3.4!—f � H Scale=1:10.1 A 2x4 II B C 2x4 11 D 3x4= E 2x4 II J K 2x4= 2x4= W1 2 2 W Wt Lt o Ll N 2x4 11 3x4= 1 H G F 3x6— 3x6= 5-0-8 5-0-8 Plate Offsets X B:0-1-8,Ed e, C:0-1-8,Ed e, E:0-1-8,Ed e, G:0-1-8Ed e, H:0-1-8,Ed a J:0-1-8,0-1-0,fK:01-8,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.15 Vert(LL) -0.01 F-G >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.14 Vert(TL) -0.02 F-G >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 F n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:39 Ib FT=20%F,11%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=257/0-5-8 (min.0-1-8),F=257/0-5-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS B-1=-263/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type (X, PN 66819525 F04 FLOOR 1 1 Job Reference(optional) 7.350 s Sep 27 2012 MiTek Industries,Inc. Tue May 06 20:50:43 2014 Page 1 ID f91N?Ro6VFGVJiJ35zy_?mznV7t-IexnhikC9oWyKSLRasE902HDinogtGnetrlczpzJ720 0-1-a= 2xa= 3x6 I I 3x6 11 1-3-0 3x6 11 3x6 11 1 7-0 p 0�1 {8 -I I Scale-19. I //2 W1 BL7 00 BL1 W1 W h G FE 3x6 11 3x6 II 6x8= 6x8= I 4-10-0 4-10-0 Plate Offsets X Y: A:0-1-8 0-0-8 [C:0-3-0,0-0-6-1, D:0-1-8,0-0-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) -0.00 G >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.04 Vert(TL) -0.00 G >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.00 E n/a n/a Weight:47 Ib FT=20%F,11%E BCDL 5.0 Code FRC201 O/TP 12007 (Matrix) LBRACING UMBER OP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, TOP CHORD 2x4 SP No.2(flat) T BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) H=252/0-5-8 (min.0-1-8),E=302/0-5-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:E-H=-10,A-D=-100 Concentrated Loads(lb) Vert:E=-50 Job Truss Truss Type 7]7lJob 66819525 F05 FLOOR Reference o tional 7.350 5 Sep 27 2012 MiTek Industries,Inc. Tue May 06 20:50:44 2014 Page 1 ID:f9IN?Ro6VFGVJiJ35zy_?mznV7t-mgV9u2kgw5epycwd7alOzGgMwB7tckun5V2AW FzJ72P 0-1-8 3x4= 1-3-0 1-7-03x4— D 2A 11 01 8 scale.1:s. �zx — TI J I Dc4= 2x4= wi 4 w1 BL1 n BU 2x4 II 2x4 II G F E 3x6= 3x6_ 4-10-0 4 10-0 Plate Offsets X Y: B:0-1-8 Ed a C:0-1-8 Ed e, D:0-1-8,Ed a F:0-1-8,0-0-0 G:0 1-8 Ed e, I:0 1-8 0-1-0 J:0-1-8 0-1-0 SPACING 2-0 0 CSI DEFL in ( ) LOADING(psf) floc) Well Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.15 Vert(LL) -0.01 G >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) -0.01 G >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 E n/a n/a Weight:36 Ib FT=20%F,11%E BCDL 5.0 Code FRC2010/TP12007 (Matrix) LBRACING UMBER TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, TOP CHORD 2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) H=246/0-5-8 (min.0-1-8),E=246/0-5-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard DUF;NAM 6UILDIN6 MATERIALS LEA FMRM 1639 5EA OAD DRIVE MM ■nl%z man Building Materials, Inc. COLCOLLIER RESIDENCE mtE. uuc own a n M5 51NN ao 66818525 a4A14-11-8 W coM a' 'LL W w �2 5 Q O mm 5 0 5o O o= 5 5 4 C9 v� N OO _ LL LL To: Reaction Durham Building Materials Job Number: J1300001 Fax: Page: 1 -Project:66819525 Block No: Date: 05/06/14 20:53:21 Model: COLLIER Lot No: Contact: Site: Office: Deliver TO: Account No: 000000003 Name: 1639 SEA OATS DRIVE Designer: / Phone: Salesperson: Everett ogden Fax: F. Quote Number: P.O.Number: Qty: Truss Id: Span: Truss Type: Depth Reactions: 28-11-00 Joint Y Joint Z Joint[ Joint\ Joint J IR 1111[111111JE= 1 F01 GABLE 02-00-00 21.54 78.08 101.73 96.79 98.03 28-11-00 Joint S Joint_ 25 FOIA FLOOR 02-00-00 1046.95 1046.94 16-05-08 Joint O Joint P Joint O Joint R Joint S I F02 GABLE 02-00-00 60.07 108.41 94.80 98.45 97.60 05-00-08 Joint F Joint I 2 F03 FLOOR 02-00-00 257.29 257.29 05-00-08 Joint F Joint I 6 F03A FLOOR 02-00-00 257.29 257.29 05-00-08 Joint F Joint I r f 2 F03B FLOOR 02-00-00 257.29 257.29 04-10-00 Joint E Joint H 1 F04 FLOOR 02-00-00 302.15 252.08 04-10-00 Joint E Joint H f 1 F04A FLOOR 02-00-00 517.35 728.69 I 04-10-00 Joint E Joint H j 5 FOS FLOOR 02-00-00 245.83 245.83 JANUARY 1, 2009 L-BRACE DETAIL ST - L-BRACE �O ® MiTek Industries,Chesterfield,MO Page 1 of 1 aaaa 0 00 O 00 a MiTek Industries,Inc. Nailing Pattern Note:L-Bracing to be used when continuous L-Brace size Nail Size Nail Spacing lateral bracing is impractical. L-brace 1x4 or 6 10d 8"o.c. must cover 90%of web length. 2x4,6,or 8 16d 8"o.c. Note: Nail along entire length of L-Brace L-Brace Size (On Two-Ply's Nail to Both Plies) for One-Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 Nails 2x3 or 2x4 1x4 — t 2x6 1x6 2x8 2x8 DIRECT SUBSTITUTION NOT APLICABLE. k a SPACING k WEB k L-Brace Size for Two-Ply Truss L-BRACE Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 2x6 2x6 2x8 2x8 DIRECT SUBSTITUTION NOT APLICABLE. Nails � Section Detail E L-Brace Web L-Brace must be same species grade(or better)as web member. JANUARY 1, 2009 Standard Gable End Detail ST-GE130-001 MiTek Industries,Chesterfield,MO Page 1 of 2 2xTypical � —V ertil_xa L Brace Nailed To 2x Vcals W/1 Od Nails,6"D.C. Vertical Stud 0 0o Vertical Stud (4)-16d Common DIAGONAL / Wire Nails BRACE MiTek Industries,Inc. 16d Common SECTION B-B Wire Nails DIAGONAL BRACE �_� Spaced 6"o.c. 4'-0"O.C.MAX 2 -10d Common ( ) 6 Stud or TRUSS GEOMETRY AND CONDITIONS Wire Nails into 2x6 2xTo 4 No.2 of better SHOWN ARE FOR ILLUSTRATION ONLY. Typical Horizontal Brace cals 12 w/(4)-Od Commeonl Nails ' SECTION A-A 2xaItud Q Varies to Common Truss 'F PROVIDE 2x4 BLOCKING BETWEEN THE FIRST SEE INDIVIDUAL MITEK ENGINEERING DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING A TO TRUSSES WITH(2)-1 Od NAILS AT EACH END. ** ATTACH DIAGONAL BRACE TO BLOCKING WITH 3x4= (5)-10d COMMON WIRE NAILS. B B (4)-8d NAILS MINIMUM,PLYWOOD SHEATHING TO 2x4 STD SPF BLOCK Diagonal Bracing ** -L-Bracing Refer Refer to Section A-A to Section B-B 2a"Max Roof Sheathin9—\1 - NOTE: 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. V-3" (2)-1 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. Max. (2)-10d NAILS ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. X 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:1x4 SRB OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C. 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF - jrUS S @ 24" O.C. DIAPHRAM AT 4'-0"O.C. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A / 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. 2'x6DIAGONAL BRACE SPACED 48"O.C. (REFER TO SECTION A-A) Diag. Brace /ATTACHED TO VERTICAL WITH(4)-16d 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. at 1/3 point COMMON WIRE NAILS AND ATTACHED 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. TO BLOCKING WITH(5)-1 Od COMMONS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR if needed TYPE TRUSSES. End Wall HORIZONTAL BRACE (SEE SECTION A-A) 2 DIAGONAL Minimum Stud Without 1x4 2x4 DIAGONAL BRACES AT Stud Size Spacing Brace L-Brace L-Brace BRACE 1/3 POINTS Species and Grade Maximum Stud Length 2x4 SPF Std/Stud 12"O.C. 4-0-7 j 4-3-2 j 6-0-4 1 8-0-15 1 12-1- 2x4 SPF Std/Stud 16"O.C. 3-7-0 1 3-8-4 5-2-10 7-1-15 10-8-15 2x4 SPF Std/Stud 24"O.C. 1 2-11-1 1 3-0-2 4-3-2 5-10-3 8-9-4 Diagonal braces over 6-3"require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6"require 2x4 I-braces attached to both edges. Fasten T and I braces to narrow edge of web with 1 Od common wire nails Bin D.C.,with 3in minimum end distance. Brace must cover 90%of diagonal length. MAXIMUM WIND SPEED=130 MPH MAX MEAN ROOF HEIGHT=30 FEET CATEGORY II BUILDING EXPOSURE B or C If ASCE 7-98,ASCE 7-02,ASCE 7-05 STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. I DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. JANUARY 20, 2011 STANDARD PIGGYBACK ST-PIGGY TRUSS CONNECTION DETAIL MiTek USA,Inc. L—JLJ ® MAXIMUM WIND SPEED=REFER TO NOTES D AND OR E MAX MEAN ROOF HEIGHT=30 FEET MAX TRUSS SPACING=24"O.C. a oo CATEGORY II BUILDING 0 0o EXPOSURE B or C ASCE 7-02,ASCE 7-05 DURATION OF LOAD INCREASE:1.60 DETAIL IS NOT APPLICABLE FOR TRUSSES MiTek USA,Inc. TRANSFERING DRAG LOADS(SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING ENGINEER/DESIGNER ARE REQUIRED. A-PIGGBACK TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. SHALL BE CONNECTED TO EACH PURLIN E WITH(2)0.131"X 3.5"TOE NAILED. B-BASE TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. C-PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24"O.C. A UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. CONNECT TO BASE TRUSS WITH(2) 0.131"X 3.5"NAILS EACH. D-2 X X 4'-0"SCAB,SIZE AND GRADE TO MATCH TOP CHORD OF PIGGYBACK TRUSS,ATTACHED TO ONE FACE,CENTERED ON INTERSECTION,WITH(2)ROWS OF 0.131"X 3"NAILS @ 4"O.C. SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT.IN BOTH PU DIRECTIONS AND: 1.WIND SPEED OF 90 MPH OR LESS FOR ANY PIGGYBACK SPAN,OR 2.WIND SPEED OF 91 MPH TO 140 MPH WITH A MAXIMUM PIGGYBACK SPAN OF 12 ft. E-FOR WIND SPEEDS BETWEEN 101 AND 140 MPH,ATTACH C MITEK 3X8 20 GA Nail-On PLATES TO EACH FACE OF TRUSSES AT 72"O.C.W/(4)0.131"X 1.5"PER MEMBER.STAGGER NAILS FROM OPPOSING FACES.ENSURE 0.5"EDGE DISTANCE. (MIN.2 PAIRS OF PLATES REO.REGARDLESS OF SPAN) B D WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail-On PLATES AS SHOWN,AND INSTALL PURLINS TO BOTTOM EDGE OF BASE TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS MITEK DESIGN DRAWING. SCAB CONNECTION PER NOTE D ABOVE i This sheet is provided as a Piggyback connection FOR ALL WIND SPEEDS,ATTACH MITEK 3X6 20 GA Nail-On PLATES TO detail only.Building Designer is responsible for all EACH FACE OF TRUSSES AT 48"O.C.W/(4)0.131"X 1.5"PER MEMBER. permanent bracing per standard engineering practices or STAGGER NAILS FROM OPPOSING FACES ENSURE 0.5"EDGE DISTANCE. refer to BCSI for general guidance on lateral restraint and diagonal bracing requirements. VERTICAL WEB TO FOR LARGE CONCENTRATED LOADS APPLIED EXTEND THROUGH BOTTOM CHORD TO CAP TRUSS REQUIRING A VERTICAL WEB: OF PIGGYBACK 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS MUST MATCH IN SIZE,GRADE,AND MUST LINE UP AS SHOWN IN DETAIL. 2) ATTACH 2 x_x 4'-0"SCAB TO EACH FACE OF TRUSS ASSEMBLY WITH 2 ROWS OF 10d(0.131"X 3")NAILS SPACED 4"O.C.FROM EACH FACE. (SIZE AND GRADE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) (MINIMUM 2X4) 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM CONCENTRATED LOAD OF 4000 LBS(@1.15). REVIEW BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS GREATER THAN 4000 LBS. ! 4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS, NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS. 5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH THE PIGGYBACK AND THE BASE TRUSS DESIGN. j JANUARY 1, 2009 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND2 0O ® MiTek Industries,Chesterfield,MO Page 1 of 1 �flQ GENERAL SPECIFICATIONS O 00 a 00 1.NAIL SIZE=3"X 0.131"=1 Od 2.WOOD SCREW=4.5"WS45 USP OR EQUILIVANT 3.INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. MiTek Industries,Inc. GABLE END,COMMON TRUSS 4.INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND OR GIRDER TRUSS SECURE TO BASE TRUSSES AS PER DETAIL A 5.BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6.NAILING DONE PER NDS-01 7.VALLEY STUD SPACING NOT TO EXCEED 48"O.C. -- -- --- y q n n II II II n 'i 'i h h u n II II II a 'I 'i i i u I I a I I i I II II li i I BASE TRUSSES VALLEY TRUSS TYPICAL 4 VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS P 12 OR GIRDER TRUSS SEE DETAIL A BELOW(TYP.) SECURE VALLEY TRUSS W/ONE ROW OF 1 O NAILS 6"O.C. WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 MAXIMUM WIND SPEED=146 MPH ATTACH 2x4 CONTINUOUS NO.2 SYP MAX MEAN ROOF HEIGHT=30 FEET TO THE ROOF W/TWO USP WS45(1/4"X 4.5") ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12 WOOD SCREWS INTO EACH BASE TRUSS. CATEGORY II BUILDING PILOT HOLES SHALL BE DRILLED FOR THE EXPOSURE C INSTALLATION OF ALL WOOD SCREWS. WIND DURATION OF LOAD INCREASE:1.60 THE DIAMETER OF THE HOLES SHALL MAX TOP CHORD TOTAL LOAD=50 PSF CONFORM TO NDS-2001 SEC.11.1.4. MAX SPACING=24"O.C.(BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES -�'-1.5"Max FEBRUARY 19, 2009 UPLIFT TOE-NAIL DETAIL ST-TOENAIL-UPLIFT MiTek Industries,Chesterfield,MO Page 1 of 1 Doo THIS DETAIL SHALL BE USED FOR A CONNECTION RESISTING UPLIFT FORCES ONLY.BUILDING DESIGNER IS RESPONSIBLE a FOR LOADS IN OTHER DIRECTIONS. MiTek Industries,Inc. END VIEW SIDE VIEW o.00° TOP PLATE OF W LL 1"FOR 3"NAIL NEAR SIDE 1-1/16"FOR 3.25"NAIL NEAR SIDE L 1-3/16"FOR 3.5'NAIL VIEWS SHOWN ARE FOR FAR SIDE A ILLUSTRATION PURPOSES ONLY TOE-NAIL WITHDRAWAL VALUES PER NDS 2005(Ib/nail) DIAM. SYP DF HF SPF SPF-S 0 .131 59 46 32 30 20 NOTES: 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES .135 60 48 33 30 20 WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE J 162 72 58 39 37 25 NAIL FROM THE MEMBER END AS SHOWN. 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF J NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING z 128 54 42 28 27 19 OF THE WOOD. w 131 55 43 29 28 ig 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH J LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN J in N .148 62 48 34 31 21 THE CONNECTION. Z c7 (7 .120 51 1 39 1 27 1 26 17 O .128 49 38 26 25 17 J o .131 51 39 27 26 17 `0 .148 57 44 31 28 20 VALUES SHOWN ARE CAPACITY PER TOE-NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3)-16d NAILS(A 62"diam.x 3.5")WITH SPF SPECIES TOP PLATE For Wind DOL of 1.33: 3(nails)X 37(Ib/nail)X 1.33(DOL for wind)=148 Ib Maximum Allowable Uplift Reaction Due To Wind For Wind DOL of 1.60: 3(nails)X 37(Ib/nail)X 1.60(DOL for wind)=177 Ib Maximum Allowable Uplift Reaction Due To Wind If the uplift reaction specified on the Truss Design Drawing exceeds 147 lbs(177 lbs)Building Designer is responsible to specifiy a different connection. "'USE(3)TOE-NAILS ON 2x4 BEARING WALL "`USE(4)TOE-NAILS ON 2x6 BEARING WALL N N > E 2 L4 o 03 Z Q O H O y O .9 0 m N c - p m LLE° d o� D -0 ° =m ° -V 00 ° o U c 0 0 = wm mLE °� �° L c U -7 �° ou a1 ° ° z°1 ° L - So Cc m aN caw o gc ° L° m `oc a-° o° E� N. o O 0 7 Um c A' rn L m c' �m _o _m _D m °7cl 3� aLl° dm as vo `6 aa, 4° _2m a °L � `o o °a cm �a a „- CD OU C� T� C` N� �O a7 OC C: O U C O °-�- N° °°- D in C O'7 ° C a Q U o o 0 01 u U r `°m °. 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