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Permits 1629 Linkside Dr W (vault folder) PERMIT WORKSHEET Certificate of Occupancyl. Job Address: Type Work: Property Owner: pnl C-C. j 0,vk� Phone # Contractor: �-, r►G�Y� Phone # Permit#: q, Date Issued: 9 Tree Permit# Foundation Permit# Demolition Permit# BUILDING ELECTRIC # MECHANICAL # PLUMBING # Tem .Power# Footing JEA Release Date Temp. Power Slab Letter Rec'd. Underslab Tie Beam Temp Pole# Lintel JEA Release Gas Piping Date Nailing/ Water/ Sheathing Sewer Rough/ Framing Rough Rough Top out Insulation JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final JEA Release Date Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Fina! Roofing Permit# Inspect: Nailing/Sheathing i Final Fire Inspection: Failed Inspections: Date Paid: Cit yy of Atlantic Beach *** CUSTXR RECEIPT *** Oiler: DSMITH Type: QC Drawer: i Vater 11/09/85 it Receipt no: 9835 Desco,iption Quantity Avount 31684 BP BUILDING PERMITS 1.00 $70.88 Tender detail CK CHEM 5606 $70.00 Total tendered $70.00 Total payeent $70.00 Trans date: 11/09!85 Tim 15:86:49 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031604 Date 11/09/05 Property Address . . . . . . 1629 N LINKSIDE DR Tenant nbr, name . . . . . . ROOM ADD REC SWITCHES Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ -------------- ---- - ---- PELLICCIOTTI , JANET D & L QUALITY ELECTRIC INC 3765 CROWN POINT RD #1 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32257 (904) 262-0889 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING.CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION '�a•�" ?moi Date: Property Address: 16 ✓1 /C Se de 1J� Owner: )_Q ne. CZ/1 ? L b l f f Telephone#: Contractor: bl, ULh 1 h �� Telephone#: -C) Contractor Address: ^Ilk PU Fax#: Contractor Signature: 111�i � AL�4d__ In consideration of permit given for doing the work as described '1 the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New ❑ Residence ❑ Temp. ❑ New being done on this building Old C3 Commercial L] Si s ❑ Increase Or site,list the building Signs Per�t� ear; ❑ Re-wire Addition Sq.Ft. ❑ Repair 3 Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN a tacles CONCEALED v OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER- Air RANSFERAir H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO, OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Trans£ Ea._Sign Miscellaneous ;Ud1 , 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://NvwNv.ci.atiantic-beach.fl.us Revised 1/04 =� ,r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 t INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031811 Date 12/15/05 Property Address . . . . . . 1629 N LINKSIDE DR Tenant nbr, name . . . . . . 1 C/U 1 AHU Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------- ----------------- ------------------------ BARLETT, SUSAN SNYDER HEATING & AIR P.O. BOX 16826 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32245 (904) 641-0600 ------------ ------------------------------------------ ---------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 87 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due -------- --------- ---------- ---------- ---------- ---------- Permit Fee Total 87 . 00 87 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 87 . 00 87 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL DEC-15-2005 08:23AM FROM-Snyder Company 904-641-2329 T-498 P.001/001 F-522 CITY OF ATLANTIC BEACH — MECHANICAL PERMIT APPLICATION Xtw Date: o,S- ProperryAddress: /((p22r /� Owner: .`>��^-sem., ! �/�f1� Telephone#• AS,5-Zf yg Contractor.- r��r _ Telephone#: eo e-//- 0ev vv Contractor Address: 5q47/ Som s:d'e- 43/r,a/ Fax#: In consideration of permit given for doing the work as described in the above statement,we twcoy agree to perform said work is accortlance with the atnched pans and sperdbcasions which are a part hereof and in accordance with the City of Atlantic Beach ordinances and itandards of good Wactioc listed thaein. Type of Heating Fuel: If other construction is being done on this:building or site.list the building permit number. Electric O Gas: _LP Nwu ral Central Utility O Oil O Other— MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK It Heat _Space _Recessed )'-Central _Floor Residential % Air Conditioning: Room XCentral O Duct System: Material Thickness O CommercW Maximum capacitycfln O Refrigeration Q New Building ❑ Cooling Tower:Capacity Bpm �( Existing Building ❑ Fire Sprinklers:Number of Heads ❑ EIevator: _ ManliR Escalator (Number) O Replacement of Existing System ❑ Gasoline Purnpi (Numb) Q Tanks (Number) ❑ New Installation O LPG Containers (Number) (No system previously insmllcd) ❑ Unfired Pressure Vessel Q Extension of Add-on to Existing S. Cl Boilers �sem ❑ Gas Piping Q Other-Specify ❑ Other-Specify LIST ALL EQUIPMENT ALR CONDITIONING,REFRICTRATIQN EQUIPMENT A CONDENSOR'S Approving )Number Units Deseriprion Mode)rr Manufaenuer Ton's Agency C wF y0 S' L HEATING—FURNACES,BOILERS,FI[REPI.ACFS&AIA NANDL.ER'S Approving Number Unin Desmption Model# Manubcturer BTU's Agency 7 ✓Ci oe- *F-^Ad Ot?J L. TANK Nominal Capacity Typo Liquid Serial Approving How Moa #Dimansioes Cotttaitred MninaAeatrer No. Agency 800 Seminole Road-Atlande Bach,Florida 32233-5445 Pbour..(904)247-5800. Fax; (904)247-5845- bttp://www.cL*dantic-beacb.fLus CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION 1 � Date: 0.5- Property Address: Lo 22r /-/ Owner: ef4 Telephone #: 63g-Z,5yj Contractor: �o. Telephone#: &q/- Q(oOv Contractor Address: 3yy/ so k s!c% /�/�� Fax #: 6P V1 - Z3Z6 In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building [ or site,list the building permit number: ,: �"` Electric ❑ Gas: _LP Natural _Central Utility ❑ Oil ❑ Other-Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Heat _Space _Recessed 7-Central _Floor Residential Air Conditioning: -Room KCentral ❑ Duct System: Material Thickness ❑ Commercial Maximum capacitycfrn C3 Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpm El Fire Sprinklers:Number of Heads J�. Existing Building ❑ Elevator: _- Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other-Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency C t.-- Z?�x yvY2, aL HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845- http://www.cLatiantic-beach.fLus City of Atlantic Beach *** DEM ER iEMIPT D tes 1 0 RpiptCnos raw8595 Descri ion oeentity Asna►t 31811 BP BUILDII6 PENITS1.0 187.11 Tender detailCK OW im t87.0 Total tendered 187.11 Total paymnt 187.0 Trans date: 12/15/16 Tim: M28:47 City of Atlantic Beach *** CUSTOMER RECEIPT eef Oper: BORDERS Type; OC Drawer: 1 Date: 12/28/85 88 Receipt no: 212$9 Description Quantity Amount 205 31881 BP BUILDING PERMITS 1.80 $42.88 2M 31882 BP BUILDIK.PERNITS 1.88 $42.88 285 31893 BP BUILDING PERMITS 1.88 $42.88 Tender detail CK DECK 18887 $126.88 Total tendered $126.88 Total payment 1126.88 Trans date: 12/28/85 Time: 12:13:26 P;. I CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ' ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031883 Date 12/28/05 Property Address . . . . . . 1629 N LINKSIDE DR Tenant nbr, name . . . . . . INSTALL 1 FIXTURE Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -------- ---------------- ------------------------ PELLICCIOTTI , JANET B & G PLUMBING 13997 BEACH BOULEVARD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32224 (904) 223-3585 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ------------- ---- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING dFF#CIAL IV r�� CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION � S) 73 ". Date: Property Address:1L a ct LS'oict i9 y rt. ij o. Owner: Q J.LL r e_c.• Z O !T`G Telephone#: X'`t S= d Ga.c./ 7 Contractor: Q Telephone #: 2)-7—•?$^l�� Contractor Address: LM 7 !f 4C eL V 'Fax#: x.23'-37J V In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, New list the building permit number: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers. Closets Shower Pans Dishwashers �_ Sinks 'q 1 '2• Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: I X $7.00 + $35.00 800 Seminole Road.Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800. Fax: (904) 247-5845• http://www.ci.atlantic-beach.fl.us I- CITY OF ATLANTIC BEACH i 5 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 1 will Application Number . . . . . 05-00030643 Date 8/09/05 Property Address . . . . . . Tenant nbr, name . . . . . . WOOD ADDITION Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . TO BE UPDATED Application valuation . . . . 60000 Owner Contractor - ------------------------ ------------ --- -------- PELLICCIOTTI , JANET PROSOURCE BUILDING COMPANY P.O. BOX 600280 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32260 (904) 880-0640 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 350 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 60000 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 350 . 00 350 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 350 . 00 350 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILD ODES. Z'-.. c BUILDING OFFICIAL CITY OF ATLANTIC BEACH Cc- .� S BUILDING / ZONING DEPARTMENT e. FI ins J s rt 800 Seminole Road oerr Atlantic Beach,Florida 32233 131 ;, (904)247-5800 (904)247-5845 Fax www.coab.us R, E a s F ~` CITY iOF AlT1C:hF�n ,CF{ PLAN REVIEW COMMENTS L. JUN 2005 Permit Application # p So(p 1-43SProperty Address: (o Z9 - � tj v—s cca.- - ----' Applicant: C 5by�c �(2G rb Project: (�csptti-c ADO t--T, cry.-J f� This permit application has been: -,; Approved /�kg, C�/,h,L.9 y Reviewed and the Following items need attention: ti Lot already exceeds 50% impervious coverage. Additional coverage not authorized. May replace concrete drive with pavers to achieve reduction in impervious area equivalent to requested increase. Please re-submit yo p tion when these items have been completed. Reviewed By: — Date: Date Contractor Notified: �O�fy�,a? t-rry 0FNr�_a�arIr eK;H CITY OF ATLANTIC BEACH 3UIl_DlrNJG �'� "> > , r MAY 3 � BUILDING PERMIT APPLICATION J (Alterations &Additions) ` Date: BY: ------ , � Job Address: / L Qr i n c.c r £ /� _ �y`�G fl.vTi�- l3 2Q c F/v r 3 a 3 3 Owner of Property: Ta Y, 4:-- t cc i o 7---r/ Address: /6 Z 9 J,,7 1 t%L f�^- -4, Artg 4,r7 c. /3P4 c�, �� Telephone: �'fo.q) ;Z `//- V 7 6�✓ Legal Description: Block Number: Lot Number: 0 7 !o Zoning District: Selves,Li4�5i t, c�,,{-2 Contractor: " Id1 Cay--yJc_vu4 State License Number: UC, QUO(17 Contractor Address: O CocTo a-1)(C� J o _0 3 2, ZX a Q Telephone: 9 04- 10-C)Co_q 0 Fax: �04 - ;),Q� Describepropos,;d use and work to be done: � `w. 0cR,_V c n OL-,10 (( - s n1 , IF Present use of land or building(s): ISS 1c'�2.�,ti 1 Valuation of proposed construction: �Q )`-'�' What are the dimensions of the added space: feet x feet Will the added area be heated and cooled? kfo S New electrical or increase in service? ? Add plumbing fixtures? /1-/0 0 Add eplace? VC& Add heating/air conditioning? ? Is approval of Homeowner's Association or other private entity required? ✓ If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to the original impervious area or the removal of any trees? ❑NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. 911rES: See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Page 2 Revised 8/04 611V -if Wes' ILI$ ' .L Lot Coverage Summary for: Current and Proposed Addition to 1629 Linkside Dr. N. Atlantic Beach, FL 32233 Part of the SELVA LINKSIDE PLANNED UNIT DEVELOPMENT Existing Lot Size: 50' X 100' or 5,000 Square Feet Existing Coverage: House - 1,986 sf Rear Patio - 144 sf Front patio &Driveway- 749 sf Total Existing- 2,879 sf f Proposed Addition: Addition- 528 sf Existing Patio Credit- <144 sf Total(Net)Addition - 384 sf New Proposed Totals: Existing- 2,879 sf Proposed Addition- 384 sf Total- 3,263 sf FLORIDA'ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION h""ofOC-01 Residential Limited Applications Prescriptive Method C NORTH 13 Smell AddlUons,RtinoveUons A Building Systems Carpfwia wdt►telll,,W,G d CMpbr 6 of t v Florida Erwpy E*Wvy Cade,may be derttavO;W by the w d Form 600C-01 Ia eddilforx d 800 square last Or Vase,still-ITS1211ed w I'VOri nls d marulact o homes,aro reroyaticrts l0 ' artd` reeidartoea msh dt vv br edditlote by=d Form eMRl Or 800A-01. PROJECT NAME: f BUILDER: AND ADDRESS: PERMITTING CLIMATE (� -- OFFICE: ZONE: 1 E 2 3 L7 OWNER: Je-w o1 ill R1AlT NO. JURISDICTION NO.: ADJI TICKS TO EXISTING RESIDENCES(600 Squam Joel a less d ondibWU&rea),Presaipwe requve*aU in Tablos 6C•I,6C•2 and 6C•3 appy or*loft owvonents of rie addbw,lar ro 1*axsony ouidng :'au waon;,axolrg,an0 wales heating oquOTail alfiaeM levels null be mel"when oquipm a k Irsteled specific*b serve the addition or is beN aistased h munctim with the addition axwnx Wn. Corcva,ams sap, mg v=rdtioned spaces from wioitioned spaces PAI meal Its paaathod minhNi n NUAtion levels,RENOVATIONS(Pesidenral bukiings wd�mwyabu aasirq more hen 30%of tk assessao Yalue a Ne waoN).Pnascr m regrirwwts h Tables 6G 1 and 6C-2 appy only to to aorrpartertte and egJptnN being rero mw of replaced,MANUFACTURED HOMES AND BUILDINGS.OrUj sitsirLmlled=r9onens and reaves are xssv by Phis Jam BUILDING SYSTEMS Cwfly wthon eoirpieW new sydem Is Installed. Please Print CK 1. Renovation, Addition, New System or Manufactured Home 1. __._._ 2. Single family detached or Multifamily attached 2. 3. If Multifamily-No. of units covered by this submission 3. - 4. Conditioned floor area (sq. ft.) 4. _ 5. Predominant eave overhang (ft.) 5• 6. Glass area and type: Single Pane Double Pane a. Clear glass 6a. sq. ft. _sq. ft. _ b. Tint, film or solar screen r 6b. sq. ft. sq. h. 7. Percentage of glass to floor area 7. � % 8. Floor type and Insulation: a. Slab-on-grade (R-value) ea. R= lin. ft. b. Wood, raised (R-value) 8b. R= ._ sq. h. c. Wood, common (R.-value) 8c. R= sqh. d. Concrete, raised (R-value) 8d. R_ sq. ft e. Concrete, common (R-value) 8e. R= sq. ft. 9. Wall type and Insulation: a. Exterior: 1.I Masonry (Insulation R-value) 9a-1 R= sq. ft. 2. Wood frame (Insulation R-value) 9a-2 R= � ��;�q. ft. b. Adjacent: 1. Masonry (Insulation R-value) 9b-1 R= sq. ft. _ 2. Wood frame (Insulation R-value) 9b-2 R= sq. h. c. Marriage Walls of Multiple Units' (Yes/No) 9c _ 10. Ceiling type and Insulation: a, Under attic (Insulation R-value) 10a. R= _ sq. ft. b. Single assembly (Insulation 8-value) 10b. R= _ sq. ft. 11. Cooling system, (Types: central, room unit, package terminal A.C., gas, existing, none) 11. Type: SEER/EER: 12. Heating system': (Types:heat pump, elec.strip,natural gas, L.P.gas, 12. Type: gas h.p.,room or PTAC,existing,none) HSPF/COP/AF - _ 13. Air Distribution System': a. Backflow damper or single package systems, (Yes/No) 13a. _ b. Ducts on marriage walls adequately sealed' (Yes/No) 13b. 14. Hot water system: 14. Type: (Types:elec.,natural gas,other,existing,none) EF: • Pertains to manufactured homes with site Installed components. I hereby corti�fy that the pplans and specifications cover by`t eulation are In Review d plaru and specifications covered by thiscalculation ndicales compliance compliance wl Fbrida Eno Code. c- tvNh tits Florida Energy Code. Before C0h3V ctlm Is=npl W,M btr bnq wiu be iAEYARED 8Y: _ A , , Inspected for cornplance In accordance with Section 553.908,F.S. I hereby certify that this building d in compliar>ce with a F'b a norrgy Code, tauLDwo ofFlcu►u _ OWNEA AGENT: DATE: DATE: -1 - TABLE 6C-r: PRE.C.WTTVE REOIRREUENTS FOR SMALL ADDITIONS(600 Sq.R and lass),RENOVATIONS TO E GSW BULDM Ain COMPONENTS OF MANUFACTI,�,,*c& MINIMUM INSULATION MINIMUM INSTALLED COMPONENT INSULATION INSTALLED EQUIPMENT FFFIC1ENCY EFFICIENCY Concrete Block R-7 Central A/C- t S R = 10.0 SEER = n Frame, 2' x 4' R-11 -firple Pkg. S ER 9.7 SEER Frame, 2'x 6' R•19 3 Common, Frame R-11 Room unit o PTAC ER - 8 EER = Common, Masonry 8-3 - Under Attic R-30 Electric R lance ANY Single Assembly; Enclosed z Heal pu -Split SPF = 6.8 SP- Frame R-19 _- - P Single Pkg. SPF 6.6 HSP J Metal Pans R•13 Room u to PTHP COP = 2.7' HSPF, - Single Assembly;Open R-10 _ - - Common, Frame R-11 COP SlaO-on-grade No Minimum ' i CL Gas,n rural r propane AFU = 8 FUE n Raised Wood R•19 Fuel - I AF E = 78 AF �j Raised Concrete R•7 Z Common, Frame R-11 a EIeC is ResisUnc. EF = 88 EFIn unconditioned space R•6 3 a Natural EF = .54 EF = o In conditioned space No minimum Fu i Oil EF .54 EF = •See Taw.aa,6-r TABLE : PRESCRIPTIVE RE IR M NT FOR GLASS AREAS IN ADDITIONS ONLY Maximum pe(,,entaQe glass to floor area allowed Is selected by type,overhang length,and solar heat cialn coefficient. Maximum%a Installed%_ GLASS TYPE,OVERHANG,AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAG D UP TO 20% UP TO 30% UP TO 40% UP TO 50% Single Double Single Double Single Double St Double QH - SHnC . QH-SHG(7 QH- SHGC QH-RHGn QH-SHGC.' QH-SHGC OH -SHGC QH -SHGC i 87 0'- .78 2'- .87 11% ,78 2'• .78 3'- .78 0 . .75 1% .75 0'- .61 NOT 1'-.61 NOT 2% .61 0'• .57 ALLOWED 0•- 44 ALLOWED 1 4-4 U'- 35 Get cenitied SHGC from the manufacturer or use defaults: Single clear SHGC= .87,double clear SHGC = .78, and single Gnt SHGC = .75 TABLE 6C-3 I MINIMUM REQUIREMENTS'FOR ALL PACKAGES 1 COMPONENTS -SECTION REQUIREMENTS _ CHECK Exterlor JgInts&Cragko606.1_TQ-beI k t weather-striDged or otherwise sealed. Exierlor Windows&Doors 506.1 Max,0.3 cfm/sq.tt.window area; .5 ctn/sq.ft.door area. _ Sole A Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. _ Recessed Lighting 606.1 Ty e IC rated with no penetrations two attemattves allowed). ✓_ Multi-story Houses 606.1 Air barrier on perimeter of floor cavity between floors. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers,except for combustion devices with Inte ral exhaust ductwork, Combustion 606.1 Combustion space and water heating systema must be provided with outside combustion air, Heatin_g eneptfg_r_djLW vent apollances, W Water Heaters 612.1 Comply with efficiency requirements In Table 6-12. Switch or clearly marked circuit breaker(electric) r built-in heat Iran tacaulred for vertical pipe risers. Swlmming 612.1 Spas 3 healed pools must have covers(except solar heated). Non-commerolai pools must have a Pools &Spas pump timer,Gas spa&pool heaters must have minimum thermal efficiency of 78% Hot Water Plpes 612.1 Insulation is L29ulred for hot water circulating systems(Including heat recovery units). Shower Heads 612.1 Water flow must be restricted to no more than 2.5 oallons per minute at 80 PSIG HVAC Duct 610.1 All ducts, fittings,mechanical equipment and plenum chambers shall be mechanically attached, Construction, sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be Insulation 3 Installation I insulated to a minimum of R-6. HVAC Controls 607 1 Separate readily accessible manual or automatic thermostat for each system --T ZEt+ERxL OiRECTtONS: I On T ane 6G-I ndcU Cie R-vaU d ft ns i6bon bang added to each=mporrrhl and fr dkienccy levels of to eWortenl beirhg insfaW.All R-vakras and efhderfaes irsWed no meet«exceed to=min values lsie, r.�wb 6QWr enl nether being added mr+mated may be Lan dank. 2 A-COMCKS CNLY.Determr a he P untage of new glass b corldliard boa area in Ce addition as blows.Total Cr areas of all gass widows,slidliN glass doors and glass dos ps*t.DWA the area of al rlorrvertical root gess are add i b Cr wwAaa Cxal.When glass it®dsling axserior Ovals Is being removed or endmed by Che addition,sn amartt equal b tts bW eree of tthis glass may be stiloi'aded Item the total glass area Divide ft adltsteo 9m watt brl by TO OmdbxW loo•ares Of Cr addbm Multiply by 100 b get ry pace%Fid ft Wgeg on pembp Wide'otlih py eala�ted PercRUp tela on Table 6G2 Presog ware gnen try to NPa of glass Srgse a Ca bie pare)end he asrtrr,p(W Raired with a solo heal gain coelidenl(SHGC).For s Mn and urerfherq,the n**rw sdar heat gah meffidertt dbwW is spected AcW glass wrd ows are deal "mus;ii h he anwa wars d the hale are bang reistalledl r ft addbOn do rel have b=rpty wit fir Overhang and solar had Pr coafidert mgtren m*on Tads 6C-2 Al new on h the adddleorh mat meet Che rearerrea kx one d me options n to glass percentage mwM you r domed,The avettisr1g(Ohl dislm is urease pwpendlatsrly,lam to fact of to gkm b a pont&a*oder to diAmlost edge d he ov". nE1 YATICNS ONLY.Repacamw t glass needs to meet Its blowvg rewitwrents.Any glass We and solar heat gen Ceef6derd may be used for glas areas*fic h are Wider at least a tiro bol o whvig are whose bww edge a. s r�0(exern ItfTu hen/teal from hs"ha%Glass areas being rarhovaled tet do not nisei to Miens mat be ether W40- rhe tinted,dotbie parr dear or dotble-parr tilled. �)I DING SYSTF),1S Comply when new system is isWed la system nsWed. i Gxrpete tine utloriratim requested on ft by hal of page 1. ,cao 1,lnmyn Requremem for Smal Additiau are Rarovabtx s',Tale 6G3,and died M agAmble hers. . qn aria ret the'O�Agenr Csrttrabon smierreN on page 1. -2- MAP SHOWING BOUNDARY SURVEY OF &—V47!Q-8---- AS SHOWN ON MAP OF 4///w51de t Ae.,Ir 4e AS RECORDED IN PLAT BQOK PAQES r i OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. A tMeAt Vi ceaAL O W"l i/,09 NOTE; BEARIN©S SHOWN HEREON ARE BAUD ON THE ABO MENTIONED PUT. 0 /5 T,W A0010 k cwt r o r4.. vANjfr PjSLL/drldrri — --0"7 U(X Ge L ©t l� psAvo4/eA4 NRrtOMR4 rirIS IM.st1.0.4.vee CO. ,�,a�r of s�cr/acv 8, rd�r>us�arP sourfi aR.v�� 49 4T,457- ot Ln a �•sroRY NWISOV 10144414 rt.UR 00 )00 o "L'-4.'r , � • ,� o is V >4.1 i All L AV�SZ,Q,�f' DRl 11,45 AOR71-1 l.ecc',pr�i/Ir vr'.�,ay) City of Atlantic Beach e** CUSTOMER RECEIPT +** Oder: BORDERS Tvoe: OC Drawer: i Nate: 8/89/05 00 Receipt no: 75352 Descriotion Quantity Amount 2W5 38874 BP BUILDING PERMITS 135.88 2885 306431.88 OP BUILDING PERMITS I.88 1358.80 Tender detail CC CREDIT CARD 1385.80 Total tendered 1385.08 Total payment 1385.80 Trans date: 8/09/85 Time: 9:34:56 CITY OF ATLANTIC BEACH j t �I ra BUILDING AND PLANNING J� 800 SEMINOLE ROAD 4SS ATLANTIC BEACH,FLORIDA 32233-5445 ✓` TELEPHONE:(904)247-5800 FAX:(904)247-5845 ,, http://ci.atlantic-beach.fl.us f June 27,2005 Janet Pellicciotto 1629 Linkside Drive,North Atlantic Beach, Florida 32233 Re: Impervious Surface Area for proposed addition to 1629 Linkside Drive,North Dear Ms. Pellicciotto: f I have discussed your proposed addition with the City's Public Works Director and City Attorney, and we have concluded that City Staff does not have the authority to approve your addition, which based upon your calculations, would result in a 65% Impervious Surface Area on your lot. The 50% residential Impervious Surface Area limit has been consistently applied to all new residential development since becoming effective on January 01,2002. As we have discussed, pursuant to Section 24-64 of the City's Land Development Regulations, a Variance cannot be used to modify this particular development standard. There are several other options you may wish to consider. • Section 24-46, enclosed, provides for a Waiver procedure that is considered by the City Commission. I have enclosed a Waiver application form. • Section 24-50 (a), also enclosed, provides for the appeal of an administrative decision made by me, as Community Development Director, to the Community Development Board. I have no objection to an appeal should you wish to pursue this. (I do not take these personally, and in fact, sometimes recommend this procedure when there are questions related to administrative authority.) I believe that the Waiver, however, may be the more appropriate procedure in this case. • Finally, you may wish to consider using an alternative material for your driveway, such as a Turf Block or a semi-pervious paver. Areas using properly installed pavers are calculated as 50% pervious. Please feel free to contact me at 247-5817 if you would like to discuss further. Sincerely, A— Sonyaerr,AICP Community Development Director cc: Rick Carper, P.E., Public Works Director Alan Jensen, City Attorney Enclosures DIVISION 2. ADMINISTRATION See. 24-46. City Commission. It shall be the responsibility of the City Commission to perform the following duties and responsibilities in accordance with this Chapter: (a) To enforce this Chapter in accordance with, and consistent with,the adopted Comprehensive Plan for the City of Atlantic Beach. (b) To make amendments to the Comprehensive Plan,this Chapter, the Zoning Map by a simple majority vote of the City Commission after holding the required public hearing, and after considering a written recommendation from the Community Development Board performing its functions as the Planning Agency. (c) To approve or deny requests for Subdivisions, Plats and changes to Plats and Planned Unit Developments (PUDs) in accordance with the requirements of this Chapter after holding required public hearings and after considering a written recommendation from the Community Development Board. (d) To authorize limited Waivers, on a case-by-case basis, from a specific provision(s) of these Land Development Regulations when it is demonstrated that compliance with such provision(s) would be unreasonable, in conflict with the public interest, or a practical impossibility. A Waiver from these Land Development Regulations may be approved only upon showing of good cause, and upon evidence that an alternative to a specific provision(s) of this Chapter shall be provided, which conforms to the general intent and spirit of these Land Development Regulations. In considering any request for a Waiver from these Land Development Regulations, the City Commission may require conditions as appropriate to ensure that the intent of these Land Development Regulations is enforced. A Waiver shall not modify any requirement or term customarily considered as a Variance or any requirement or term prohibited as a Variance, and shall be considered only in cases where alternative administrative procedures are not set for the within the City Code of Ordinances. (e) To establish fees to related to the administrative costs of carrying out the requirements of this Chapter. (f) To appoint a Community Development Director to administer the provisions of this Chapter, who shall be the City Manager or his designee. Initial Effective Date: January 01,2002 Last amended June 28,2004 as adopted by Ordinance Number 90-01-173 as adopted by Ordinance 90-04-185 22 prohibited by the terms of this Chapter or by the Comprehensive Plan. (f) The Nonconforming Use of adjacent or neighboring Lands, Structures or Buildings shall not be considered as justification for the approval of a Variance. (g) In exercising its powers, the Community Development Board may, in conformance with the provisions of this Chapter, reverse, affirm or modify, in whole or in part, any previously rendered order, requirement, decision or determination provided such action is based upon new evidence or where it is determined that a previous decision was made based upon inaccurate information. (h) Rulings and decisions of the Community Development Board shall become immediately effective, unless otherwise ordered by the Board. Sec. 24-50. Appeals. Appeals of administrative decisions made by the Community Development Director and appeals of final decisions of the Community Development Board may be made by Adversely Affected Person(s) in accordance with the following provisions. Appeals shall be heard at public hearing within a reasonable period of time with proper public notice, as well as due notice to the interested parties. At the hearing, any party may appear in person, by agent or by attorney. (a) Appeals of administrative decisions of the Community Development Director. Appeals of a decision of the Community Development Director may be made to the Community Development Board by any Adversely Affected Person(s), or any officer, board or department of the City affected by a decision of the Community Development Director made under the authority of this Chapter. Such appeal shall be filed in writing with the City Clerk within thirty (30) days after rendition of the final order, requirement, decision or determination being appealed. The Community Development Director shall, upon notification of the filing of the appeal, transmit to the Community Development Board, all the documents, plans, or other materials constituting the record upon which the action being appealed was derived. (b) Appeals of decisions of the Community Development Board. Appeals of a decision of the Community Development Board may be made to the City Commission by any Adversely Affected Person(s), any officer, board or department of the City affected by any decision of the Community Development Board made under the authority of this Chapter. Such appeal shall be filed in writing with the City Clerk within thirty (30) days after rendition of the final order, requirement, decision or determination being appealed. The Appellant shall present to the City Commission a petition, duly verified, setting forth that the decision being appealed is illegal, in whole or in part, specifying the grounds of the illegality. The petition shall be presented to the City Commission within thirty (30) days after the filing of the appeal with the City Clerk. (c) Stay of work. An appeal to the Community Development Board or the City Commission shall stay all work on the premises and all proceedings in furtherance of the action appealed, unless the designated Administrative Official shall certify to the Community Development Board that, by reason of facts stated in the certificate, a stay would cause imminent peril to life or property. In such case, proceedings or work shall not be stayed except by a restraining order, which may be granted by the Community Development Board after application to the officer from whom the appeal is taken and on due cause shown. Initial Effective Date: January 01,2002 Last amended June 28,2004 as adopted by Ordinance Number 90-01-173 as adopted by Ordinance 90-04-185 25 s APPLICATION FOR WAIVER FROM A PROVISION OF THE LAND DEVELOPMENT REGULATIONS City of Atlantic Beach • 800 Seminole Road •Atlantic Beach,Florida 32233 Phone: (904)247-5826 - FAX (904)247-5845 - http://www.coab.us Date File No. Receipt Section 24-46 (d) permits the City Commission to authorize limited Waivers, on a case-by-case basis, from a specific provision(s) of these Land Development Regulations when it is demonstrated that compliance with such provision(s) would be unreasonable, in conflict with the public interest, or a practical impossibility. A Waiver from these Land Development Regulations may be approved only upon showing of good cause, and upon evidence that an alternative to a specific provision(s) of this Chapter shall be provided, which conforms to the general intent and spirit of these Land Development Regulations. In considering any request for a Waiver from these Land Development Regulations, the City Commission may require conditions as appropriate to ensure that the intent of these Land Development Regulations is enforced. A Waiver shall not modify any requirement or term customarily considered as a Variance or any requirement or term prohibited as a Variance, and shall be considered only in cases where alternative administrative procedures are not set for the within the City Code of Ordinances. 1. Applicant's Name 2. Applicant's Address 3. Property Location 4. Property Appraiser's Real Estate Number 5. Current Zoning Classification 6. Comprehensive Plan Future Land Use designation 7. Requested provision(s)from which waiver is sought: 8. Size of Parcel 9.Utility Provider 10. Statement of facts and any special reasons for the requested Waiver, which demonstrates compliance with Section 24-46 (d) of the Zoning and Subdivision and Land Development Regulations and specifically describing how the request complies with the Conditions necessary for the City Commission to approve this r_ eauest. Please use second page is additional space is needed. 11. Provide all of the following information: a. Proof of ownership (deed or certificate by lawyer or abstract company or title company that verifies record owner as above). If the applicant is not the owner,a letter of authorization from the owner(s)for applicant to represent the owner for all purposes related to this application must be provided. b. Survey and legal description of property. c. Required number of copies(2) d. Application Fee($150.00) I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT: Signature of owner(s)or authorized person if owner's authorization form is attached: Printed or typed name(s): Signature(s): ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION Name: Mailing Address: f Phone: Fax: E-mail• CITY OF ATLANTIC BEACH Cc- �' ' BUILDING / ZONING DEPARTMENT I.Til d {` ins J v 800 Seminole Road oerr r=;T Atlantic Beach,Florida 32233 r�JF31�f' (904)247-5800 (904)247-5845 Fax www.coab.us _. PLAN REVIEW COMMENTS t Permit Application # O S -3oG 1-4-f; Property Address: (v Z9 IJ - Ll N KS t fc Dz C-1 Applicant: 5bu ezo�-=� !?:�,2, 7 Project: Aw t-r, F This pe pplication has been: Approved / ED Reviewed and the following items nee attention: cel� Please re-submit you application n these items have been completed. Reviewed By: Date: Date Contractor Notified: City of Atlantic Beach CUSTOMER RECEIPT + Ooer: BORDERS Tvne: OC Drawer: 1 Date: 8/09/05 00 Receipt no: 75352 Description Quantity Amount 2005 30874 BP BUILDING PERMITS 1.00 135.00 2005 30643 BP BUILDING PERMITS 1.00 $350.00 Tender detail CC CREDIT CARD $385.00 Total tendered $385.00 Total payment $385.00 Trans date: 8/09/05 Time: 9:34:50 CITY OF ATLANTIC BEACH wf i f 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030874 Date 8/09/05 Property Address . . . . . . 11 1 111 1 Tenant nbr, name . . . . . . INSTALL PAVER DRIVEWAY Application description . . . RIGHT OF WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- PELLICCIOTTI , JANET PROSOURCE BUILDING COMPANY P.O. BOX 600280 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32260 (904) 880-0640 ----------------- ----------------------------------------------------------- Permit . . . . . . DRIVEWAY PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. #4?VA BUILDING OFFICIAL r\'\1'fri CITY OF ATLANTIC BEACH Co: J BUILDING / ZONING DEPARTMENT L.D. Ford ns s� 800 Seminole Road poerr n Uj J Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 65 --L��'6/9-74 Property Address: I LQACLl A A`P -IDT1 V Applicant: of hiddina ftryi-pao.0 --i ' J Project: V f w aij This permit application has been: Approved Reviewed and the following items need attention: Please re-submi76r lication when these items have been completed. Reviewed By: Date: Date Contractor Notified: CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904-247-5800 t�' Atlantic Beach, Florida 32233-5445 Fax 904-247-5845 Date I_ / r Z? —0� (5 PERMIT# Job Address I1C/4q,[ L.,4,K,2, r- J��, 3Z2 33 ISSUED BY THE CITY Permitee: �r a v� L� rA-r w Telephone# Permittee Address U &x loud 2 Ztn 6 Requesting Permission to Construct: Location: (Reference to Cross-Street) 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes (/j No ( ) Date: ? A`3 k�vs Bell South Telephone Company Yes No ( ) Date: W 2-1' Ferrell Gas Yes ( I No ( ) Date: Comcast Yes (/T No ( ) Date: aq zoos 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of V�,"— �r[ 4C_P-) (Contractor's Project Superintendent) located at (6�19 L;A k.,ze 7 C. N. -4-L(. 13.4, r--L- Telephone* 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER Signed: ate: ?QtFh_j�� DONNA L Bl1SSEY Before me this day of iunty of puval, '8 MY CAMMISSION 1 DD 412824 State Of Florida,has personally appearedArlG 1 ` r�° EXPIRES:March 30,200! Notary Public at Large,State of Florid County of Duval. , ' BonftdT=Nftq My commission expires: 5( 6 Personally Known: or Produced Identification: FL [)rive r Selva .Linkside II OWNERS ASSUCtATi4N, INC P.O. Box 330026 ATlanYic BEAch, FL 32233 July 25, 2005 Janet Pellicciotti 1629 Linkside Drive North Atlantic Beach, FL 32233 Dear Ms. Pellicciotti: This letter references the Architectural Review Committee Request Submission Form, dated July 20, 2005, seeking A.R.C. approval of your plans to replace your existing driveway with pavers. The Architectural Review Committee has reviewed the documents submitted for A.R.C. consideration and hereby approves your request. Their approval is based on the documentation submitted for their consideration and any deviation from the pians, specifications, materials and/or colors outlined in those documents will result in a halt of construction or a removal of the item(s) at your expense. If you have any additional comments or questions, please do not hesitate to contact us. Sincerely, Kare Floyd Manager Selva Linkside 11 Owners Assoc., Inc. MAP SHOWING BOUNDARY SURVEY OF �4ro 4S- 1a Aiyo �o, _ AS SHOWN ON MAP OF 14�/ivA*'5 �/Vv�vfr A5 RECORDED IN PLAT 80OK 47 - 1PA088O11 THE CURRENT PUBLIC RECORD$ OF DUVAL GO., FLA. ,�t,�tE,��'r�rrAc�✓�D LEc�4� „,_,s_r��p�'ro,s� NOTE: 81zA IN08 SHOWN HERS AP M OPi T ofAIV ,V rld LrZ" ►; tlAildrr pgZL>4►iorrl -- U,1-4 —O"7 to ce Cc CA(elwle.414 Ad 106V r1A4 1400M.4141 C004w OZD ASAVAZle-44 NAMOA1,04 ;'/YLE tWJ41##0A&ef Ca, Ms'rAV)CV1 1r,4A1 ruts a S1444AtrY 64, ,oa,Qr 5ECTi0N 46, MK&SA//,0 o' %90417AI A?AAMMF e9 e,457 40, q � . L , q N �h +s DX/ELL�NGv t� �54- /4 4fq 4'/44fq v iey'vieo �i«�i�N rioa�`s.Cir,s►r, fed 11de eentptlwn:e wih opplkabie JJ.taQ /Q aV}t �I a. toning4V. on end a local land dsv+elo , but constitute appnovnanoe of permits. Compliance with FIcode am-ON other applic e mwltEsign of thReQ�require e� `Cay of AtIs t� Beach I pw to issuance % • {; �i $ Appeirood m' eve t e S.T' 0.7' v°I v Pete; �,S/GB ,ell, p• � r ti; � �t.Gi• l•3?,rr, A L 1A4t. Z9.X.- A0,t91 j/,jfMOR71-1 t,S11',9AW,-or.wRr) •��rr. tYfi�✓9 LtLL /RndlG. CITY OF ATLANTIC BEACH i PUBLIC UTILITIES DEPARTMENT J f _ r 1200 Sandpiper Lane Atlantic Beach,Florida 32233 nv Jtil>f (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # IM, —.5(��-74 Property Address: 1 (-02q L. i K,�id e `�-r• 1� . Applicant: T r u bwARA Project: Qv V Your application is approved asnoted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: Z- a 114 ze Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904)247-5834. Reviewed o a Kaluzniak, Public Utilities Director 1 Date Signature Contractor Notified Date a4 (ed M CITY OF ATLANTIC BEACH Ct CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS. 800 Seminole Road 904-247-5800 u' Atlantic Beach, Florida 32233-5445 Fax 904-217-5845 Date PERMIT# ISSUED BY THE LTY ,_... Job Address ��az l ��tiKSrJa �f Jy. 322 33 w . _,. , Permitee: ��' cavi I� `!�-r �y Telephone# g� wy-ao`•(O Permittee Address U Requesting Permission to Construct: o,e �� c � c-�� .ers• �v Location: (Reference to Cross-Street) 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes(/f No ( ) Date: 7 �� s Bell South Telephone Company Yes(-j No ( ) Date: z4 2—r Ferrell Gas Yes ( I No ( ) Date: ? 24 2c ws Comcast Yes (/ No ( ) Date: Z9 zoos 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of �r�� 5�•4.�-its (Contractor's Project Superintendent) located at t 6 !V9 Li� 01% N. .44(. 8,.,, iz- Telephone* 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER Signed: . < ate:_'7 `� u� „yf DONNA L BUSSEY Before me this day of i the unty of puval, 4eP �1 MY COMMISSION N DD 412824 State Of Florida,has personally appeared6r_1 e% e lDam I :. iz; EXPIRES:Marta 30,203 Notary Public at Large,State�frlloridt County of Duval. sondedTTxuNore,yFNA*1 drwhm My commission expires: O Personally Known: --7 or Produced Identification: P l r t JP r 0.15 2 0 71-6 -_0 Selva Linkside II OWNERS ASSOCIATION, INC P.O. Box 330026 ATIANTIC BEAch, FL 32233 July 25, 2005 Janet Pellicciotti 1629 Linkside Drive North Atlantic Beach, FL 32233 Dear Ms. Pellicciotti: This letter references the Architectural Review Committee Request Submission Form, dated July 20, 2005, seeking A.R.C. approval of your plans to replace your existing driveway with pavers. The Architectural Review Committee has reviewed the documents submitted for A.R.C. consideration and hereby approves your request. Their approval is based on the documentation submitted for their consideration and any deviation from the plans, specifications, materials and/or colors outlined in those documents will result in a halt of construction or a removal of the item(s) at your expense. If you have any additional comments or questions, please do not hesitate to contact us. Sincerely, Kare Floyd Manager Selva Linkside II Owners Assoc., Inc. MAP SHOWING BOUNDARY SURVEY OF 1=5- /007 AV440 AM -- AS SHOWN ON MAP OF SeZ& t4/ivA-'5/V f ZlAll '' I AS RECORDED IN PLAT B60K 47 - RAGES MA 'SOP THE CURRENT PUaUC RECORDS OF DUVAL CO., FLA NOTe BEARIN138 SHOWN HEREON AFte USED 5P TR ZIMMM-90NIOPIAT. 0 5 o4A10 AfMg Zg IV c�rr� Ri'r11lorla T'/ — U t- 4 --011 (ice Cc CIvs'mld44 Rdil'oo-A/ruz. h/DRr&.4dj Ctoi+w, 0ZD ASA1,041604 NAM42 1,44 rlMf 1"11,aAVee CO, M,FrAv-,Vl1A4A1 rirU a 641,4,fAq�'Y eaI A,a,pr Cr SECrMV e, MJV&SAI'/O e SO4/7A/ 14?.9A16rle Z9 4"57 at ,otow.ev � JNA9%SG%Od'� -30.06 �� '4' 106 A. amooy n o X8.9 fe,410(I'E'•� a•4' r• 'U ./ S/.GB R A•1 RJ�d,Qa . Aldo 4"-AwY) �_ . .� __ •r .,. . ..� • .. •� r MA Ar11 •�w.y, aMr••.!A a'11I IJswaJsY CITY OF ATLANTIC BEACH s , PUBLIC WORKS DEPARTMENT 1200 Sandpiper Lane ' Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Qj'`�58-74 Property Address: _I U A q Ll K�. d-e Applicant: bitIRAd O Project: 11 )k Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Works Department and the following items need attention: f' �p Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions, please call (904)247-5834. Revie Carper, P.E., Public Works Director Date Signature Contractor Notified Date CITY OF ATLANTIC BEACH EASEM,E CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND = . � g ,� _nrtnr, v 800 Seminole Road 904-247-5800 V J31� Atlantic Beach, Florida 32233-5445 Fax 904-247-5845 Date � t PERMIT# Job Address �� L�4 Sgid¢ �C /y. 32233 issuEDBY� lT�-....__...._. Permitee: ��' a� r �y Telephone # 90q S' 0-a0 qO Permittee Address U &x Requesting Permission to Construct: o�.e Location: (Reference to Cross-Street) 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes No ( ) Date: 7 Bell South Telephone Company Yes No ( ) Date: itcoS- 2. — Ferrell Gas Yes ( I No ( ) Date: -s Comcast Yes (/I- No ( ) Date:Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of Vjr- 3>4.--i (Contractor's Project Superintendent) located at (6!I9 u•.#c.,z< Dom. N. 44f. 3-1,, r Telephone* FSSooc4%4c� 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER Signed: . *~°` ate:_? (09 � ,•";j�•"�• DONNA L BUSSEY Before me this day of . i the unty of puval, ;#� �- r MY COMMISSION#t DD 412624 State Of Florida,has personally appeared � 1e# Z EXPIRES:March 30,200! Notary Public at Large,Stategf�llo�t County of Duval. '''• p(,n4^' eonaeditwur�aarywe�ou s My commission expires: _?O Personally Known: or Produced Identification: 1. 0 r I ve r Selva Linkside II OWNERS ASSOCIATION, INC P.O. Box 330026 ATIAraic BEACh, FL 32233 July 25, 2005 Janet Pellicciotti 1629 Linkside Drive North Atlantic Beach, FL 32233 Dear Ms. Pellicciotti: This letter references the Architectural Review Committee Request Submission Form, dated July 20, 2005, seeking A.R.G. approval of your plans to replace your existing driveway with pavers. The Architectural Review Committee has reviewed the documents submitted for A.R.C. consideration and hereby approves your request. Their approval is based on the documentation submitted for their consideration and any deviation from the plans, specifications, materials'and/or colors outlined in those documents will result in a halt of construction or a removal of the item(s) at your expense. If you have any additional comments or questions, please do not hesitate to contact us. Sincerely, Kare Floyd Manager Selva Linkside II Owners Assoc., Inc. MAP SHOWING BOUNDARY SURVEY OF AS SHOWN ON MAP OF AS RECORDED IN PWT BOOK 4Z PAGES 4V--ld OF THE CURRENT PUSUC RECORDS OF DUVAL CO., FIA. tvATe: BEA INO SHOWN H E N AFt M ON T. 0 G em m -zo awler PimumIjam -- U 2-Q -O'7 (,O L,' C-c I Gam►-ren CAIeRld,04 /P"AM flA4 Awor&Ads cloi4w 040 ASAUAft lelft NAM4V1104 r/r4AF A,4,QT OF SECT/UN dg, M.W1,1S,i*,�'�A G' vr'O417oc/ l7AA416 Z'9 o.4sr 46 e'strrt �'��' ,+ J��. ,•,�G,.�D�,�� F.G.rX1.. � $ N89 it6%Od'E -84Gd �� W' SC • N /Z I d O � �•��iQ,�5�� q- Q \. tt a eq +s OWELL/Nd �. uv 1141 4 A).00 lLOQ ' n.�• Sd oter.: 0"w Ile A" ss1' z .• �, , � a woo . Alloo L/�/ . J04�' .c7•�1/�'�' J�/ i�?1'f� (.so'R,I�►/Ir or wary) FJN�Jd .S'Cl,PY, Y l�1. &x !,S' ♦tearrr rroa,�p �u � +.` i r►.._♦ ♦�..rrr.o ♦ . .^ ,r 0^ . d,G' •fIl 11.U..+ IYf♦/✓� QL6 /Kati i"i. > >f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030108 Date 4/14/05 Property Address . . . . . . 1629 N LINKSIDE DR Tenant nbr, name . . . . . . WATER SOFTENER Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ PELLICCIOTTI , JANET AFFORDABLE WATER 3760 KORI ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32257 (904) 262-0197 ------------------------------- --------------------------------------------- Permit PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ------- --- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 .a PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL r CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION r tir Date: I f Property Address: N. Ce')b Ll_. c�'"1 -- . Owner: ( Telephone #:��' Contractor:- K Iy Az b Telephone#: Contractor Address: 3r7laD KI)b 'Fax#: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ❑ New list the building permit number: ❑ Rt.-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine y Lavatory Water Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00 = � ° 800 Seminole Road .Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800. Fax: (904) 247-5845. http://www.cl.atiantic-beach.fl.us n PERMIT NUMBER iNSPECTIONS : FOOTING UNDER SLAB PLUMBING_ -/ -� l SLAB FRAMING_7�-�� COVER-UP INSULATION___ FINAL BUILDING CERTIFICATE OF OCCUPANCY -LE'"TRICAL PERMIT ^1SPEr}rOIlS ROUGH FINAL ME-HANICAL PERMIT # (7 7.;-) Q PLUMBING PERMIT "I,-TES : 1 00"M PHONE 396.2623 PAX PHONE 396.4626 RICHARD P. CLARSON AND ASSOCIATES INC. 'PROFESSIONAL LAND SURVEYORS 1643 NALDO AVENUE JACKSONVILLE, FLORIDA 32207 August 10, 1994 Lecal Description For evised Lot 107 3elva Linkside, Unit 2 Fart of Lots 107 and 108, Selva Links,ide, Unit 2, as shown on plat recorded in Plat Book 47 , Pages 85 , 85A and 858, Current public records of Duval County, Florida, being more particularly described as follows : For Point of Beginning- commence at the Northeast corner of said Lot 107 and run South 00' 34 ' 00" East, along the East Sine of said lot , a distance of 63.00 feet to a point; run thence south 89° 26' 00" West , a distance 11 . 00 feet to a point; run thence South 00' 34 ' 00" East , a distance of 37 .00 feet to a point on the North right-of-way line of Linkside Drive North (a 50 foot right-of-way) ; run thence south 89' 26' 00" West , along said North 'right-of- way line, a distance of 50 .00 feet to a point; run thence North 00 ' 34 ' 00" west , a distance of 37 . 00 feet to a point; run thence North 89° 26 ' 00" East , ,a distance of 11 .00 feet to a point on the West line of said Lot 107 ; run thence North 00' 34' 00" West along said West line, a distance of 63 .00 feet to the Northwest corner thereof; run thence North 89' 26' 00" East, along the North line of said Lot 107 , a distance of 50 .00 feet to the Point of Beginning . MAP SHOWING BOUNDARY SURVEY OF I�", r OF Cd—,rS -141 A_A140 08 AS SHOWN ON MAP OF f�Z(I ZiwAr5Za,ff elWIr AS RECORDED IN PLAT BOOK 47.._ PAGES?§--+ --FAOF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. NOTE; BEARINGS SHOWN HEREON ARE BASED ON THE AB OV MENTIONED PLAT. anis A nl AVO A �t/ O D 9 c,W�l�lCA4 �E.��Q��T/At �fo�r6a6,� C'oR� otp ASAZIOUC.44 Ns' AI,44 rlrZS JAI-SMO XICe do. /�i�r�a oL lrAn! rirL s e suAAANrY 66. 49 4'A57 OF �� jo0 `'srrEI "AW 7 g A/e9 2G�.� ;' ;� ov.a[1 ad + • CoNCR�1'� D PATIO R �.•;; LIP % • ' ; `� 0 �; 1•b749Ylaoq ft) �1ZlG'�0 �o• A6 o P/N/BN f600 0 61.C/ 5/) l fA.s� + . . it s.7 I u' O 8 1.32 .�. �d l �l�!/L�✓�iJQG� ��!�L� Qr� l.sv•R�kr dr'.�,�y) CITY OF Mr SMWMIX ROAD --- ATLANTIC WACH,F A*M 32233-5465 TELEPHONE(fM WSM FAX MQ 247-SM3 NOTICE TO: Water Department FROM: Building Department DATE: 9(,i- Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: ' Permit !lumber Address -c 0 ' rel , Building Department C�.er#tfictttE �f (�cru�tt�tc� Tito of Atlantic ilettc4 -- Nloridn BEpnrtmtnt of +Nuilbing Jnspation r This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the Ail various ordinances regulating building construction or use For the following. Use ClassificationSingle Family residence Bldg. Permit No. 10421 Group W.frame Type Construction S f Fire DistricAtlantic Beach ; 6620 Southpoint Drive South Owner of Building Centex Homes Address jacks=Vill FL 32216 Buil Address 1629 nksi a Dr. NLocality Atlantic each, FL 32233 DON C. FORD j � U By. f, Z0 J Building Official , Date: POST IN A CONSPICUOUS PLACE u�I _1 15: � LrtRUP� 159 Pae r -1-0- 7 (fe Vise o) MAP SHOWING BOUNDARY SURVEY OF &)er off zrS AS SHOWN ON MAP OF "ZJIR LIWW5140eyWIr 0 AS RECORDED IN PLAT BOOK I7 PAGES 83_ SOF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. AD-4,64M arrW-46-0 4900" raLsCRiPr1' NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PIAT. E YA iO,VS A f� &ALM R F R M NAnW& a rrC t A� a ]71�f �9 CERrifijc ro: clANer PFLLicciom CIlle141C,44 R4r f1,0CV r/AG A-0R*4640 MAP 040 AgAIOUM NAM041,44 rir6E IMWWAMM CD. MErQ pot�rAly rr rj e te CQ• PA�pT QF SEC7/01✓ 8, rDWX151.11P c? •BOUT l A'AA16S e9 BAST' a'artsZ MAWS NB9'�G�o9' ' -s4•00 CaNc'RBfE QFATrO ` 4. V t�•3' /2.3 � o V /67ORY Nero $ erg. % DiVELL/NCS UN o aoq Et.(IZSI) (� � Q P9 �a� '►�'! )OOL, 89-21G:Gb"1� liv . � � olou q �7•r� � 0.7 d y�� S/.GdsIjrr� A,I cs . 9.00 oa "r0�rlyf 1995'. CITY OF 4&adwc lle -14 Office of Building Official REQUEST FOR INSPECTION f Date � �� 7?f. Permit No. Time 4 A`,'RA. Received ' __.. PM r Address ity Owner' Name _.._...._.. Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing L': Footing u Rough Wiring Ci Rough 7 Air Cond. & n Re Roofing Slab Temp Pole Top Out Heating Insulation r i✓ Lintel U. Final ❑ Sewer 7 Fire Place FD { 11\J4 6 READY FOR INSPECTION Pre Fab A.M. Mon. 1 Tu_ess.., Wed. T-�husrs. Friday P.M. inspection Made ! lff"� — � inspector_., ' � �j Cert �ofificup A, UDate _ CITY OF Office of Building Official I 0 Z,;tol)" REQUEST FOR INSPECTION /C Date— Permit No, Time M. Received Job Addr aiity Owner's Nam Contractor �raming ILDING CONCRETE ELECTRICAL LUMBING ECHANICAL Footing C Rough Wiring C Rough Air Cond. C Re Roofing Slab ❑ Temp Pale C Top Out Heating Insulation 7 Lintel C Final C Sewer C Fire Place C Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs, Friday P.M. / - A.M. Inspection Made � � +' ._.. PM Inspector Final Inspectio ertificate of Occup Date ?"74 CITY OF Z a Office of Building Official REQUEST FOR IN SPELT 0 ,�. P rmi No. TimeC / Pec?Ived _ L— F.M. Job Add-ess Locality Owner's Name �� -. _ Contractor BUILDING ONCRETE ELECTRICAL PLUMBING MECHANICAL Framing - Footing trough Wiring - Rough ' Air Gond. & Re Rooting o,a Temp Pole Top Out 0 Heating lnsuiation Lintel _ Final Sewer E Fire Place C Pre Fab READY FOR INSPECTION A. Mon. Tues �j Wed. Thurs. Friday _PM. i,isp Jciion h,?aac: ..___. _.._ _ � { __ �_.___P.9Jf. Finai Inspection i L Certificate of Occupancy Date — ------ --- CITY OF Office of Building Official P REQUEST FOR INSPECTION Date— + Permit No. Time Received !;W,,�__,_ Job Addr s Locality Owner's Name _Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Foo rng Rough Winng Rough I-= Air Cond. E Re Roofing - Slab Temp Pole Top Out G Heating Insulation Lintel u. Final i:, Sewer C, Fire Place C Pre Fab j �. READY FOR INSPECTION ftf Thurs. ridgy _ A.M. Inspection Made _P.M. Inspector_ _ — _—. Final Inspection ❑ Certificate of Occupancy Ci. Y,1674S ` Date -- -- ---– s OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE 6;2? ,ti v Si,n- Olt, JO! /V- .�--- THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted ®i Coc.9F/Z160 eV 1 w S 0 Tf.f7 I Aj I oo7-r IVI INA - Ln $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. C!� CITY OF 4&aAa BeaC4-99". Office of Building Official REQUEST FOR INSPECTION 17 Date Permit No. 101, TimeA.M. Received —149� 1-5-11 P.M. 7Jo6 Add`r,,s Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL C—P MECHANICAL Framing 1] Footing 17 Rough Wiring EJ Rough Air Cond. & Re Roofing Slab u Temp Pole Cl Top Out C Heating Insulation Lintel E D Sewer D Fire Place Final L Pre Fab READY FOR INSPECTION A,M Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made —PM. Inspector— Final Inspection E Certificate of Occupancy F— Date cl.1 OF pttic'a\ AA 01 \3s,51Perm t N° PM" iOpL �e�e\Ved / � �„ �°ntractor p��Mg1N 1 Ne ettin a°e i E P Job pa{°d s �`RC�R\CAl praE2b PM. pop Gut °u9f`wrrm9 � Sewer pM er'S NCRE�� C �emP °te `C Ei daY Own CO v. Ernat �f-CV\ON e Nam �yG �_, Eootrn9 C OR\`yg RV14-a � s�abe� R�PpY F PM Eranu�ol�n9 wed. _ MsPeGtron�panGY C R P.M F�sutafon 'Cues Eperfffrcate pate on ocf�on Made �nsP� 1nsPeCto r ao� IoW ateo Qot sans ooao!° sW t u!d I✓ °o!tet�a,6 ,,�` uoa°e`a � �,�.paM •;a 6U!1°U weld ti� s,N,p Nos s�nUi gas bpi gets A 6uttoo� / a�eN Fep»3 Np oa et 6u ' ood 3 " iRF�40C gedsya elk. ICA 6� ° , a JNf s�?aR�aa�"i daJ° ad 10 eN t\°,lad 1 �Ni d vo atIvo �t (� f DATE PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE: AND ARE: SATISFACTORY: `_ ----------- t ------- ------------------------------------------------- t t ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc:FILE i 'ITY OF ATLANTIC BEACH No 16699 FLORIDA NAME � ADDRESS A-. _ a CITY c} 32�t� 4 00000M 0000 0000 $15.00 74 When Signed, Dated and Numbered, This Becomes an j;l R4UYpf 602W "^KS PAYABLE TO Received P600001004 ` "'TIC BEACH, FLORIDA TREASURER CITY OF 4&a&- //CITY -"t&Zttill Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time •M, rti Received 4g, f', oh Addr Loc 'y Owner's Qj Name Contractor sf .......— BUILDING CONCRETE ELECTRICAL ---,BLUM MECHANICAL '' —77) 7 Framing E, Footing 0 Rough Wiring L(--az — Air Cond.& 0 Re Roofing 0 Slab 0 Temp Pole D Top Out 11 Heating Insulation 1-7 Lintel 0 Final 0 Sewer )Rtf'Fire Place 0 ' —"Pre Fab READ Y-FWt INSPECTION A.M. M, Mon. Tues. Wed. Thurs. Friday RM, 0) ,-) I7 j A.M.(7�, Inspection Made — —PM, l Final Inspection 0 Certificate of Occupancy Date 9 CITY OF Office of Building Oa P REQUEST rOR lNSP ION 106 Date Permit No. — Time Received `rte Q M. Job Address �._ ocalit Owner's ; Name Contractor CONCRETE LECTRIC L PL '"+ `' 1BING` Nl li-A =? �Fcdt�iiic}--r Footing � Rough V�inng Rough - Air Cord. & Re Roofing Slab Temp Pole Top Out --r-Heating \ Insulation Lintel Final Sevier Fire Place Pre Fab READY FOR {NSPECTION A.M. Mon. Tues. Ned. Thugs. Friday P.M. A.M. Inspection Made __��-51 _ __—_._.___P.M. Inspector__ � _ Final Inspection Certificate of Occupancy c.'/_3f .'/_3 _. Date --- R w NOTICE OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE SS THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted _I t�Vi*C G Jr! vr'A&�6 Z. N tz 606,-'2-- 4, �2 — 4SS A C6f i Alf J3 9_00E D VF_1L t-f_4W(- ZrFT" ©r' f X0AJ r��ft y M ISJIA16 3-C1WHAJ6 Cot#4 /Lf/St'ttil G o iv.S $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BL j? p.m. Monday through Friday. (� CITY OF '4 est -qi v7�o� 1 r Office of Building O 'icia REQUEST FOR INSP ION j 06 0 3 i 3 Date � Permit No. Time !`/ ! r- Received M. /�� 9 � u Job Addre�31 o alit Owner's _ G� Name 1-14—��'x _Contractor 7 Btj1CII � CONCRETE LECTRIC L SPL '"JIBING MECPA�fC�C r Footing Ro g�V mng Rough - Air Cond. & Re Roofing Slab Temp Pole Top Out Heating Insulation E Lintel ❑ Final C` Sewer _ Fire Place // READY FOR INSPECTION Pre Fab AZM Mon. Tues. Wed. Thurs. Friday-- P / A.M. Inspection Made � / _.- ______P.NI. Inspector —= __--__-_-- Final Inspection �f�f$ Certificate of Occupancy Date -- -----— TRANSMITTAL DOCUMENT FOR JEA DATE: 9—/ S- 9 1' The following permits have passed "rough" inspection: Permit No. Address R aot�ne�cn�ssx:(�bcics�c�oospdxafxxbk= Please update your records accordingly. e"I/Y NG CLERK CITY OF ATLANTIC BEACH /vcb s. 10720 CITY OF'ATU+ N"t IC BERCI , - . P I I INFQii A"PION w�_ „* ;; LOCATION' INFOI ATION ,____ Permit 1C ' Add a 16DE DRIVE, NORTH Permit Type' MECHAN I CAL 4TL ANTI CBEACH, FLORIDA 32233 Cl is Work: NEW _ � ° .: LEGAL DE R.IPT ON -� constr. TpP WOOD FR F Lot, "',107 , Hl'ock*' Section, Prc r FAMILY:- QLi wt I`1ings I Corte; D � Subdivision. SHLVA LINHSILE ],estimated Value: $p p Improv. Capt : Ica 00 Total Fees; $4 .00 Amo' nt $47 .:00 D orI d'TRA'4 HEAT ANIS AIR IN NEW RESILRNC P fox , �.--------------- APPLICATION FEES r, �d O" PERMIT !'-00 14 Aid a IDE 'DRIVE NORTH 'NATER IMPACT FEE. to00 CH FL RIt S P1 AC P`EE eot �� }t� � h � w ,�x DON G3AS-H.R� S k � T I NP'p1�EMA '; ON , - NADO1 CAR SQ £tCl Nam, ,' I~i CAP I2AL I iFROV E $0.00 l,dc s m 4< ' SUNBEAM Y a QAC 3225"7 � CROSSCONNECTION � $0.4{� L c xt CAS 3 0 SEC -IMPACT FEE $0 .00 COAST.SGROHAR+C7 -1B, Bf, ;°' `t37aas a':;fi. +b"uVrcaw.m r, yw.E Fe'va. end'ea2n.da4i9+5'xaHrnaa?s°u q� > AS,!Il NOTES: NOTICE--ALL CONCRETE FORMS.�AND FOOTINGS MUST.,,P,' INSPEC'TEd'SEFORE POURING PERMIT VOD SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST IV4T BE PLACED IN PUBLIC SPACE,AND MUST BE i CLEARED UP AND HAULED AWAY BY EIT14&CONTRACTOR OR OWINER `FAILURE TO COMPLY WITH THE MECHANI �S► LIEN LAW'CAN` RESULT IN THE PROPERTY OWNER I�AYINGTWICE FORTH V140ING IMPROVEMENTS ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVI iAT10N F h VIOLATION OF APPLICABLE PROVISIONS 0 LAW. ATLANTIC BEACH BUILDING DEPARTMENT 1 q L r By. i y i z BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ' ATLANTIC OEACH,iLORIOA Sii13 APPLICATION FOR MECHANICAL ', ERMIT CALL-IN NUMBER {� IMPORTANT— Applicant to complete all items in sectionst'I. II, III, and IV. LOCATION str..rAdd,.%,: G 1 (— --- OF Int•n.clinq str••In !•t.ua 1 -n p �� __And �- ` NILDING r t( -------- Sub•diriuon II. IDENTIFICATION —To be completed by all applicants rI. conl;a•n+ion of p•rmir q;, for doinq Iho .*,it at d.luibed in 16.•bcv. ,tete.•.ni ..• n<�•br 4v`<� 'o [e l-•� u d ,o•. r .nh th. .u•cft.d plont •nd Ip•cihut%ant .h;ch •r. • Part hu.ol •r,d ;n •<cordonc< .,(n ins C ,ri J>c,+o,..i'• o,d^e^c<+ oI good pr.ctic. 661.4 N•... .) N <..•ic•I /1/�j ��I Contr•ciorr +'�� ^� C•nw.clo. (/r;.+) lV.t�t"ft AAubr ��_��j!,�/.�y� G ' N•+w .I rr.P.r+y 0...,., Ft ✓A.H.«n•1 ng.�t A chibcl or Engin.a --'-- — t. CrENEk kL INEOR"TION n.—Tyra.oI i..Hng loal: 8. IS OTHER CONSTRUCTION BEING DO" 09� fiactnc TH13 BUILDING OR SITE T i ❑ G.,—❑ tl ❑ Newal ❑ Control Utility IF YES, GIVL NU(n. K Or CSTRUCTION C) 0a PERMIT Cb4rON�1 ❑ 0*.r — Sp.ciy 1 Iv. 1vC1M CCL E10UI?k4WT TO 5E INSTAL= NATURE OF WORK Ir<o.id.covnpl.la list of compo4eatc an Mcl of uric;arm) 19 ROsldanllal or (1 Commerc al YL Neal ❑ Spa" ❑ Roceccod Pk Centroi O floor New Building ❑ doom coalral <] Existing Uwiaw, 0 Replbcement e•-"ling s}Stam U•c, .r ii..,.: U.l.<iat TWck�•1ol(�1i iJasirt,um ca Naw Ino;{1latic I,t,.. sO,� •,yli vv.ousq•insla�ieo; c.f.ra. I.1 Ext .::-r,:.r inJ 1,•4r:guvf,.,w 1 L] ---- . . capacity ".M. i i) t <: Numta.r of U ".nl;h �.___.... - 7rIIS 5+r•-e (CA Ure 1Ci U14 09v LY t 0 L.d.., rormit Approvod by 01.h — J, rormit hr_...______.._— LIST ALL EQUIPMENT i r AIA 00NO!T10MNC AND REFRIGERATION F.QIjU'HENT -- C Ipw:tty l�p rxivtrg Ntmlbdrunits I?44cripUciii 7110441 Number 9linui4cwar Xnw) Aganr7 l t?t'?1vG t FURNACES. WILERS, FIREPLACES r C:i i:v A,�y+ro-rta� I Number Juan 1> —B�4t f11PU0ii4 UO&I N,t/3tr^tboor 1"4 "quid ^M5 '- 9 dlac� 7afaty:tf. . {w. .A�Yncy PSR-3844 10521 DEP4R*kNT OF 601"M PITY,QFATLANTIC f3AH PERMIT INPOR ATION .,__. .. ._,. _.� LOCATION INF"C?Il ?►TI@ i ..Permit Number; 1.0521 Address: 1,6129 LINKSIAB DRIVE Permit Type: PLUMBING, ATLANTIC BEACH, , FLORIDA 32233 Class of Work: NEW L: AL DESCRIPTION -__-•w_�_ , Con:str Type a WOOD FRAME Loi . Block: Section: Proposed .Use: SINGLE FAMILY Township: RNG 0 Dwel l i.ngrs s 1 Cade. 0, Subdivision: SEL'VA LINKSIDE stimitesd Value: Jmpreav c�slr t ' 4D To 57 DD 7/95 i Nark DL1BYO 'IN NEW OMR Owl AP'P'L I CHAT I ON 1NNS .. .... Nam, � , P 5T .DD Add 1�{ DB.. L�RIV"B �� w� b , ME �' � a r :L ` LM' f /r, � �Sf95" r"2 p 'p>p.._ PER Phone 1 900 144Ti R ETR /TAP $0 , 00 O tT" R I � RADON GAS�-H.R.S a $C3.DD NPORM - z ��,�7 a nVn� �,�a1�A9e6,bam kw:Mfg,nNaw:...rta.u2veetr.nr.ax.Nvm ✓Sm�q S`+.rsuw.e w.:4 as Address: 4D2 ` DIBC BLVD. SEWER `AP $0 .00 n,. C ILLE. P'LA., 3221.01 CRtJ:35 CONNECTIONa DD, K a � Type:, -SEC .N IMPXCT FL $644 Woowt "*''4646 a4#'+ NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BIS INBPCTEQ BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE-Of ISSUE BUILDING MATERIAL,RUBBISH AND DEBAIS FROM THIS WORK MUST NOT'BE PLACE' IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNOA- �` ALLURE T0COMPLY WITH THE MECHANICS' LIEN LAWCAN RESULT IN THE PROPERTY 4WN R PAYINGTWICE FORTHE BUILDING IMPROVEMENTS„ ISSUED ACCORDING TO;APPROVED PLANS WHICH ARE PART OF THIS PERMIT AN,D-SUBJECT TO REVOCATION FOR 'YIOt�ATION OF APPLICABLE PROVISIONS OF LAW. 0014 ATLANTIC BEACH BUILDING DEPARTMENT S `01 s W1,14 001104m3E2 wo By: CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOBL OCATION,: OWNER OF PROPERTY: BUILDING CONTRACTOR: �✓ Thf-) h PLUMBING CONTRACTOR AND ADDRESS: t / V Pic; ao TELEPHONE NUMBER: STATE LICENSE NO: TYPE OF BUILDING: 1 TYPE OF WORK: HOW MANY OF THE FOLLOWING. XTURES INSTALLED _,SINKS SHOWERS LAVATORY __________,__WATER HEATERS BATH TUBS DISHWASHERS 'URINALS +__ _._�DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES HOST BE IN ACCORDANCE WITH THE MOST RECENT EDITION'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL -PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:....____v _ IMPORTANT NOTICE: , IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 4 A �'� � . c d ELECTRICAL FIRM: MASTE9 ELECTRIC16N ADDRE8S:1.4k G(/1/ lGl LAR. ,N� RFD-BOX- BLDG. FD BOXBLDG.SIZE BETWEEN: RES.JK APT.( ) COMM.( 1 PUBLIC( ) INDUS.1 ) NEW OLD( I PEW. I ) ADDITION( ? TRAILER( 1 TEMP.1 ) SIGNS ( ) SO.FT. SERVICE: NEW O� INCREASE( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ALUM. SWITCH OR BREAKER © AMPS PH W gLT RACEWAY EXIST.SERV.SIZE AMPS PH • W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O•30 AMP8. 2 1.100 AMPS. u'+ wow ,i fil� # - .` - - "r; ' MON ,gt`3v x �I 4I x _�i F': , 00MAM ENT OF BUIL Ql 90 ii OP ATL�INTIC BGN. ------ PERMIT' INPOWAION �� »:�: _ .�; ��:�:� LOCATION INFORMATION: __--- �-- Per l Nay; 1 }41 + ' ' LII!IKSIDL DRIVE 1YQRT1 . F rmit TYPO: SUI TYINt ATL NTIC SACH* M R:IDA 32133 Class of, Wo> k`. NSW .: , .�'�� L 4AL DI�&SCRIPTION .��.�._:--- C ,x t r : Tyke: N.aQ) 1 R� Lc t .' Shock: Section. r ►�c» SIROL « Township- RNLI: fl ' .: Dw el lix� _ 1 + de: Subd '�tcn: 5RLV1 LINKSIDE 'Estimated Va1Ue: 51727�:�y(��yy lmprov, Cost: 0 01, 'k V A sa ''C3 a�.- W3 44 A1x► r � 344 vc l~ . .. , . N ;� _ APPLICATION FIRS ' o � PERMIT, $597 .00 Vires t lei�y' DRIVE ;90T 'I�� IMPA� FLE 3t9 04 } M �IFS 'x i4' N' .� 2V1 ¢"�_ .;.s^ dlh P n 4 a 1 .. R TAP « " � . _ P, PRE , OR3A5-II.R.S. $9. 38 Nif RAIk4t CA23 � tl ,34 Sit 'SAP �JAC 1LL _ x'2216 C�RosS CONNECTION $35.00 Lic �°'. .. fi P � ` SSC S IMPACT FSS: , � �1 00 �' CONST`.`SU'RCHAR R & ` Mt ° t! � aW*" urf' 8ss'i�.na smu,s srw a �m,asCrzmro�a2m�a [w+�. � � ,a.a; s � w COTES: llQi�fllNtiBlpl � ' r NOTICE,—ALL Cly-NCRETt F�AND FOOTINGS MUSS`BO INSPECTEPBEFORE POURING P MIT VQIf SIX MONTHS AFT OF ISSUE DING MATERIAL, RUSSISH AND DEEI�IS FRCNu1 THIS WORK MU SE PLACED#N>PUBLIC SPACE,AND MUST REG)UP AND HAULED AWAY 8Y,EITHEA,Q0NTRACTOR QR t34N . L�UI TCOM "�' WITK THE � E HA LIEN LAw CAN RESULT IN EC ACCORDING TD APPROVED PLANS WHICH,ARE PART,OF TH EAMIT AND SUBJECT TC7 REV©CA7#DN FOR' L.AT#QN rF APPUCA1448 PROVISIONS OF LAW A 'fIC BEA TM ( p�f i q}F , { l y4l�sx�#t,� E7 f r ' 3 y: ?RDPER7Y pESCRIPTIOH CITY OF y�T"j i�� 2°71995 tf�isstic Ge""I - �Ea as _ot •,-Q ___Block #---- Section 1�ugdgjg and Zoning 7160CP O.BOX 25 BOULEVARD /� ATLANTIC BEACH.FLORIDA 32277 aubdivis:lon s l_Y_ �--- TELEPHONE 1Si011219-2J9S street Itoner � -� IL DESCRIPTION OF WORK sr Addreee s 1 _�. If in a FLOOD HAZARD h 'lood Zones............_area coRlplety page 3. Brief t } Descriptions Class of Works tNer/Reswdel/Addition?!U ____ :OHING INFORMATION TYPe of 5 fe Constructions :oning Proposed sietrlct s p Oise s Estimated Value O_—________________ :xcoptions or Materialist c1� STuc c-c ariance■ Oranteds r+�„q �_ _-„ ------��-�-------------- Solid or Filled �`C f F SG. Grounds.� C_ _-____, Roofs______`-` �w- OWNER INFORMATION Method of Hastings--_----__ __ M Property Owners,LS,, Phones,�� 5-� � Mailing/_ AddreasQ&'2d �L�'�QG1 ..1.1L:.�!L°�`� 2�_��---- Zip I_s2S�'=�L ------ CONTRACTOR INFORMATION Contraotors �5;. ------- ------------- Phones !tailing Addreeas�,(/ ��Cl.LXa (,2_ � �00 ----------- 1v+ ---1-- 1 �----------- ------ zipso / P_----- a>2_L_�1.0_L----------------------------- Sxpir.tion_---__--- License Huebert_ Dates I MCRCDY CERTIFY THAT I NATZ READ AND EXAMINED THIS APPLICATION AND KHOW TUC SAMC TO SC TRUE AND CORRECT. ALL PROVISIONS OP TH@ LAWS AND ORDINANCES OOVCRPIMO THIS TVPC OF vORK WILL •E CONPLICO WITH. WNCTMCX SPCCII'IED NiREIM OR PDT. TUC GRANTING OF A rCNMIT DOCS NOT PRCSURC TO � OIVt AUTHORITY TO VIOLATE ON CANC[i. THC PROVISIONS Or ANY FEDERAL. STATE OR LOCAL RVLfS. REGULATIONS. ORDINANCES. ON LAWS IN ANY MANNER. INCLUDING THC OOVERNINO OF CONSTRUCTION OR THC PFAFORNANCC of CONSTRUCTION DF TMC rm"CCT. I uNDtRDTAND THAT THC ISSUANCE OI THIS PERMIT IS CONTINGENT UPON TUC ADOVC INFORMATION taEINO TRUC AND CON/tCCT AND THAT TNC PLANS AND SUPPORTING ftp« , •� DATA HAVC &CCN OR SMALL- DE PROVIDED AY RCOUI CO. Sii' r�3 j' { Ovner Signwtur 1 e • nates 2 �-- *��a.t•;�� Contractor Sipn.turv- ----- -- --- ----------- r .y FLOODPLAIN DEVELOPHENT INFORHATION Type of Development____ Flood Zona:___ Required Lowest Floor Elevations if building is located within a flood hazard zone, a survey must be made AFTER THE SLAB NAS SEEM POURED, certifying that the LOWEST FLOOR ELLEVATIOU is equal to or above the base flood elevation established for that scone. No final inspection will be wado and no certitieate of occupancy will be issued until the survey is on 7X11& with the Building Department. COMMENTS: Applicant Aeknovledgesents Y understand that the issuance of this permit is oantinpent upon the . above information being correct and khat the plans and supporting data have been or shall be provided as required. Z agree to comply with all applicable provisions of Ordinances No. 23-7-11 and all other laws or ordinances affecting the proposed development. Date_____ __,,,____Applicant•s Signature__________________________ ------------- ----------------------------------------- Department ------- ------- -----r - Deportment Use Required Lovest Floor Elevation r___________ Aq Built Lovest Floor Elevation Survey Filed with Building Department _________ --------------------------: Building Department Reprawantative . page 3 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address�/� `� f'.y.�CS�.�'�7.� �_ D a t e Heated Square Footage r��/� @ $ s O J per sq ft = $ 73, 9 2 y Garage/Shed /7 @ $ /� 7(6-3 - a > per sq ft = $ 7 14 Rle-,-r r Re -eh —__@ $ !`� " per sq ft = $ Deck @ $ per sq ft = $ Patio arZ -----@ $ q. a p e r sq ft = $ 7 6 TOTAL VALUATION : $ /� '7 J --7 Total Valuation 1st $ .5 , 00" &/ a -7 j i / --) 6 . 6 U $ 12 e O v Remaining Value $�, per thousand or portion thereof TOTAL BUILDING FEE $ 3 + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ 1..�r�s' BUILDING PERMIT FEE $ 5'?7- - - WATER IMPACT FEE $` y30 SEWER IMPACT FEE $ 1 oz Sv. s WATER METER/TAP CAPITAL IMPROVEMENT SEWER TAP $ 03vy) RADON (HRS) . 0050 S 6 3& 71. SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ 3 :5, ((34,v ) SURCHARGE . 0050 $ 7 OTHER GRAND TOTAL DUE C( t� $ x?3 5. y ADDITIONAL PERMITS OR FEES : Mechanical Plumbing _ F. ectric/New Electric/Temr_ _; cwimmingPool _ Septc Tank We-1]_�_ _ Sion--,.—Finish Floor Elevation Survey Other <_"ALCULATI0NS and/or NOTES : CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee . FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF _.4::::::SERVICE ,SINK TRAP STAND WATER CLOSET, LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET WATER CLOSET. TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (�) ,4::: URINAL WALL LIP (4) _SHOWER GROUP PER HEAD (3) � FLOOR DRAIN (1) SHOWER STALL $OMESTIC (2) /�LAUNDRY TRAY (2) __j__.LAVATORY (1) COMBINATION SINK AND TRAY (3) _,WASHING MACHINE (3) POT. SCULLERY SINK (4) _,,.,_DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) /DENTAL LAVATORY (1) _,J_,KITCI= SINK WITH WASTE .,DENTAL UNIT OR CUSPIDOR (1) GRINDER {�) BIDET O - URINAL STALL. WASHOUT (4) ,.„_FLUSHING RIM SINK (S) .. 'COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL. PEDESTAL. SYPHON JET DRINKING FOUNTAIN (1/1) BLOWOUT (2) LAVATORY. BARBER/BEAUTY _ ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY. SURGEONS (2) �ACUZZI (2) / URINAL STALL. WASHOUT (4) TOTAL FIXTURE UNITS ° S� h $20.00 EACH f_ � JOB INFORMATION FINANCIA,PRINTING a>10W Rntice of Commencement (►R[tARZ IN DUPLICA7t) To whom'it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property �!__2 - ------`----------------------- ------------------------------------------------ According According to plat thereof recorded in plat book pages -----------------------------------------------------•----------------------------------------------------- of the current public records of b ..vn,l Co,.r~4•y FI�r�d - General description of improvements __________________________..__________ ___________________-_____----. Construction of Single Family Residence with Garage on concrete slab -----------------------------------------------------•------------------------------------------------------ Centex Real Estate Corporation • Owner --------------------------------------------------------------------------------------------------- 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 Address ------------------------------------------------------------------------------------------------ Fee Simple Owner's interest in site of the improvement ---------------------------------------------------------------• Fee Simple Title holder (if other than owner) ________________________________________ Name ---------------------------------------------------....------------------------------------------------ Address -------------------------------------------------------------------------------------------------- Contractor same as owner Address ----------------------------------------------------------------------------------------•--------- Surety (if any) -------------------------------------------------------------------------------------------- Address -----------------------------------------------------------------Amount of bond $-------------- Name and address of any person making a loan for the construction of the improvements. Name ----------------------------------------------------------------------------------------------------- Address -----------------------------------------------------------------. ------------------------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documen;s may be served: �t _ Name ------------------------------------ 6620 Southpoint Dr Suite 400 Jacksonville Florida 32216 Address ------------------------------------------------------------------------------------------------• In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.08 (2] (b], Florida Statutes. (Fill in at Owner's option). Name ----------------------------------------------------------------------------------------------------- A AA-... ' R ..1 • REFER TO LAMIT o10ENCE SI GOF G fi TO FACE OF 2q'-q" — 12' 8 1, .0 ets Ra O2 • 4 Or 120 MAILS T vu B BOTTOMco J1 TB V fu ^ � - S W x > > F 4 T9 n Simpson Strong-Tie ''''P4on trlO"9- 1e / a INSTALL HALF Or rASTEW—n a EACH ENO Or STRAP n N a) o — N 101r.[`VcM H —14 10d N i n -tOd � W � f 2 PLY"114 OR 1 PLT Y/SME SIZE U GRADE SCAB - v 1+•fm TO BACK SIDE 24' LOW DO c; i< Y/ 12d! 2' 0.C. CONN. UPLIFT HANGER I DQVNLDAD UPLEFT N � HT412 I000# U2 HUS-26 1 27516 11286#1H1 TYPICAL l,ME55 NOf�f7 W a g BULPM/WAV M5WN50LIV T4 T 9FM t0 W50N CAMPI,Oaf FM COMM IN5MLAWN CUIMI.W5. - T3 n - &L WL5 T Pe %M9P PY MMM, 70 / 4 2 71995 VVV Building and Zoning ROOF FRAMING PLAN a NOT TO SCALE !HSEET F 2 T , 040 y S� y y O h O b ►v= °E� ' ' c"" �' ,\��,(��Jt, HOLMES LUMBER CUSTOMER: aWfXH9K5 -JOB 4-)gw FrtREVWSIONS LJ5 U TR USS CO. PROJECT: 6550 ROOSEVELT BLVD. -- (V JACKSONVRLL FL 32244 PHONE (904) 772-6100 FAX (90 4) 772-1973 f g 4— T '4" HIPS 7'SB THIS OWG. PREPARED FROM COMPUTER_INPUT ADS G DIMENSIONS) SUBMITTED BY TRUSS MFR. )P CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. )T CHORD 2x4 SP f2 N UPLIFT (LB): 860 850 WEBS 2x4 SP 03 BRG.LOC FT): 0.00 21.04 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . I HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED BUILDING (1991 SBC) --------------------------------------------------------------- RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS uST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- NxW UPLIFT MNW WWW HANGER WWW H5 - -4551(Jacks Only) HUS26 - + 27511 -1286#(fOd 1ply) MTS12 - -10001 1 HUS26 - + 33150 -15500 16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42994 -16601(10d 2ply) MTT28B - -37861(2 Each (IOd)I HHUS48 - + 51800 -20001(16d 2ply) MTT28B - -44551(2 Each) 16d)I HGUS48 - + 66401 -21990 SOd 2ply) MST60 - -46881((Per 2ply) HGUS48 - + 80001 -26500(16d 2ply) CS150 - -1650# Each) I HGUS5.5- +113351 -39451(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS L21 '4" f7' 7.4„ �� 7, 5x 3X4 5 T m = 1.5X3 1.5X3 0 6v �.1 m 4X5(A2) 4X5 (A2) 21 '4 2 -� Ra2139# W=3"8 5780 5781 R=2139# W=3"8 ILTa SED: 79108 . TY .-ALPINE DESIGN CRIT-TPI OTY - i TOTAL - 1 REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. !PUSSES PEOUINE EXTREME CAPE 12/02/94 T C LL 30 .0 PSF REF n� *IMPORTANT**SHALL NOT DE RESPONSIBLE FDP ANYWARNING IN HANDLING. ERECTION AND 'f ^ '\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE M18-21 8r TPI. SEE THIS DESIGN �t.'t'us�'E��,� TC OL / .0 PSF DATE 12/02/94 FAILURE TO BUILD T1E TAUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , v - 11LPIME CONNECTORS ME N111UR OF 200A QALY. STEEL MEETIND ASTM OUIREMEMTS. UNLESS OTHERWISE INDICATED. tOP - - BC DL 10 0 PSF DRWG O MIB OR•EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 _ !RUBS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY AtTACHEO PLYWOOD SMEAtHING. BOTTOM CHORD N BC LL 0 •0 PSF L J S CONNECTORS PER DRAWINGS 130. 150 S 150A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED AIG10 CEILING --SEE STATE OF _ T 0 7.L D. 470 PSF D/A LEN. 2 1-4-0 CONFORM N/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER C0 RIOT' R , SEAL ON IM1!DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ORYMALL APPL ICA'ION. FURNISH A COPY OF THIS Q' OUR.FAC. 1 •33 tN DNLr, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. OE9tcN TO INE 'PUSS ERECTION CONTAACTOR. ,c INE '.•` ` ._-rst . Tswe a Are TmRTIT1,TF. NDS . 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION N n„ `` SP A C I NG SEE ABOVE 1T Y PE h i p S T, 1. (1-3592) T -4" Hip 9'SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SU MITT D BY TRUSS MFR. )P CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. )T CHORD 2X4 SP 02 N UPLIFT (LB): 470 470 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 21.04 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- JST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS M-Gravity (-)-Uplift --------------------------------------------------------------- xxx UPLIFT xxx I NNN HANGER xxx H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -1000! 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000/(2 Each) 1 HHUS4B - + 42991 -1660#(fOd 2ply) MTT288 - -3786#(2 Each (10tl)I HHUS48 - + 51BO# -2000#(16d 2ply) MTT288 - -4455#(2 Each) (16d)1 HGUS48 - + 66400 -2199000d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#( 6d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS g, 3,4M g' 4X 4X5(R) T m 1.5X3 1.5X3 � 6v 3X4 (Al) X4 (A i) 3 X XB �- 2' 21 -4" 2 R=1156# W=3"8 R=1155# W=3"8 AG T10 SED: 79116 L7. TYP.—ALPINE DESIGN CRIT=TPI OTY 1 TOTAL - 1 REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEOUIRE EXTREME CARE 12/02/94 T C LL 30 .0 PSF R E F n2 *I MP OR T A N T**SMALL NOT 9E RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AMC) It OEYIATIOH FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-21 ST TPI. SEE THIS DESIGN ��j1Uc�� TC DL 7 .0 PSF DATE 12/02/94 FAILURE TO SU1L0 THE TRUSS 1N CONFORMANCE WITH 911488 BY 1P1. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` O\\\vim AL tNE CONNECTORS ARE MADE OF 200A QALY. STEEL MEETING ASTN GUIRENENTS. UNLESS OTHERWISE INDICATED. TOP _ - BC DL 10 •0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACEO WITH PROPER - 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF L J S CONECTORS PER DRAWINGS 230• 150 0 ISOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE sure of = TOT.LD. 47 •0 PSF 0/A LEN. 2 1-4-0 CONFORM W/APPLtCABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C 0 Rl0' P SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE ORYWALL APPLtCAT1ON. FURNISH A COPY OF THIS �. Q � JOUR.FAC. 1 .33 IN ONLY. AND SHALL MOT NL RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTPACTOR. ,� INE E I,,, ` - _ ...__._..._ -- --. ......... ..............._.....".. ............ SPACING 24.0" ITYPE hipS Tf � 7' A— T T '4" Common THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SU M TTEO BY TRUSS MFR. )P CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. IT CHORD 2x4 SP 02 N UPLIFT (LB): 470 470 WEBS 2x4 SP 03. BRG.LOC (FT): 0.00 21.04 UPLIFT BASED ON 10,00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED ■ 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- 1ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS (+)-Gravity (-)=Uplift --------------------------------------------------------------- KKK UPLIFT KKK I KKK HANGER KKK H5 - -4550(JackS Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -10000HUS26 + 33150 -1550#116d iply) MTS12 - -20000(2 Each) HHUS48 - + 42990 -1660#(10d 2ply) MTT28B - -37860(2 Each) (10 d) HHUS48 - + 51800 -20000(16(1 2ply) MTT28B - -4455#(2 Each) (16(1)1 HGUS48 - + 66400 -21990(10(1 2ply) MST60 - -4688#(Per 2ply) HGUS48 + 8000# -2650#(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16(1 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �--- 10'8" 10'8" -) 4X4 M 1.5X3 1 .5X3 ;0 6 v L 3X4 (A i) iJgX4 (A 1) X .48, 3X7 �- 2' 21 -4" --- -�- 2' • R=11560 W-3"8 R=1155# W=3"8 Ag T42 SED: 79118 L?. TYP.-ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL - 2 REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIPE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF W I MPO R T AN T W*SMALL NOT BE RESP ONS ISLE FOR ANY WARNING IN HANDLING. ERECTION AND tt 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONR OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN ��.'t'VS' TC OL 7 .0 PSF DATE 12/02/94 \\\VV\�V►�\_1 FAILURE 10 BUILD THE TRUSS IN CONFOfMANCE WITH DST$$BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v O ALPINE CONNECTORS APE MADE OF 200A QALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TDP - BC DL 10 .0 PSF DRWG MAB OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WI TN PROPER 5606 TRIAS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY AtTACHEO PLYWOOD SHEATHING. BOTtOM CHORD -W BC LL 0 .0 PSF LJS CONNECTORS PEA DRAWINGS 130. 150 t ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHEO RIGID CEILING -- SEE - STATE OF T O T.L 0. 4 7 •O PSF O/A LEN. 21-4-0 COriOR"M/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FDR PROPER 0 010 P: SEAL ON TRI!DAAWINO APPLIE! TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TNiS Q'�� JOUR.FAC. 1 .33 IN ONLY, AND SMAIt NOt BE REI JED UPON IN ANY OTHER WAY. DESIGN TD THE TRUSS ERECTION CONTRACTOR. INEEa`'•�, SPACING 2 4.0" - ------------------ ---------.-____._.. �' � TYPE comp r• � X_ (4-3592) LOT / T4 21'4' Common THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED-BY TRUSS MFA. )P CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. )T CHORD 2x4 SP #2 N UPLIFT (LB): 470 340 WEBS 2x4 SP #3 BRG.LUPLIFTS TCBASED ON 10.00 21.04 UPLIFT DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- JST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (0-Gravity (-)-Uplift -------------------------------------------N-------------------- 11N1E UPLIFT MM11 I WNHANGER NNN H5 -455#(Jacks Only) HUS26 - + 27510 -12860(10d iply) MTS12 - -1000# HUS26 - + 33150 -15500(16d !ply MTS12 - -2000#(2 Each) HHUS48 - + 4299# -1660#(10d 2ply) MTT288 - -37860(2 Each) (10d) HHUS48 - + 51800 -2000#(16d 2ply)) MTT28B - -4455012 Each) (1601 HGUS48 - + 6640# -21990(10d 2ply) MST60 ■ -468801Per 2ply) HGUS48 - + 60000 -2650#(16d 2ply) CS150 - -1650# Each) HGUS5.5- +113350 -39450116d 3ply) -- -------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 1018" 10'8" -) 4X4 m 1.5X3 1.5X3 6p L0 3X4 (A1) X4 (Ai) _'4n8' X 3X7 �(� 2' 21 '4' R=1165# W=3"8 R=993# W=3"8 AGTgg5 SED: 79121 'LT. TY ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL - 2 REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEOUIRE EXTREME CARE 12/02/94 T C LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT SE RESPW41BLE FOP ANY ARNING IN HANDLING. ERECTION AND �7DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HtS-91 BY /P1. SEE THIS DESIGN - �1�' S 1 '�� TC DL / .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TAWS iN CONFORMANCE WITH DSTBS BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE ,ALPINE CONNECTORS'APE MADE OF MA QALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ _ 8C OL 10 •0 PSF DRWG MAS GA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER _ 5606 _ TAUS! AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF L LJ S CONNECTORS PEA DRAWINGS 130. 150 G IBCA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED AIGIO CEILING -- SEE STATE Of T 0 T.L D. 47 .0 PSF O/A LEN. 21-4-0 CONFORM W/APPLICABLE PROVISIONS OF NOS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT /DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISLO R1�4,e.,Q•, DUR.FAC. 1 .33 IN ONLY. AND SHALL MOT BE RELIED UPON IN AM OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEA _ .____.._ ......... . _ A 4 -AT1"NA, Mft r -PFe1FTeAT1nM FnA WnM enNeTMJr.T1nM ''11�o'�.� ` SPACING 24.0" TYPE Comn (4-3592) LOT / T5 17' HP V T 4' THIS WG. PREPARED FROM COMPUTER INPUT OA S 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. OT CHORD 2x4 SP 02 N :82 2x4 SP 01 Dense: UPLIFT (LB): 220 240 220 WEBS 2x4 SP 03 BRG.LOC (FT): 0.71 6.00 16.71 Lt Wedge 2x4 SP 03: TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . HIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ENCLOSED BUILDING (1991 SBC) NLY. DO NOT USE WITH PLASTER CEILING. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS 1 HIP DESIGNED TO SUPPORT 04-08-00 JACKS AT LEFT END. ------(+)_Gravity (-)-Uplift ACKS HAVE NO WEBS. ------------- --------------------------------- NNN UPLIFT NNr Nx* HANGER NNN RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. H5 - -4550(JackS Only) HUS26 - + 27510 -12860(10d 1ply) UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -20000(2 Each) HHUS48 - + 42990 -16600(fOd 2Dly) CONTRACTORS WARNING: MTT28B - -37860(2 Each) ``10d)I HHUS48 - + 51800 -20000(16d 2ply) HIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT288 - -44550(2 Each) Md)I HGUS48 - + 66400 -21990(10d 2ply) T SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -46880(Per 2ply) I HGUS48 - + 80000 -26500(164 2ply) NSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -16500(Each) I HGUS5.5- +113350 -39450(164 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4,8" 12,4„ 4X5(R) 1.5X3 4 X3 s m 3X7m • 2X4 (A1) X 50 _79 szr ujj PO 10' sf T v (V I 8 m - ----5'5"4 10' 10"4 — X4 3X3 �+-2' 17; --J 3X3 R=497# W-3"8 R=780# W=3"8 R=474# W=3"B Agg T11 SEG: 79126 'LT. TYP.-ALPINE DESIGN CRIT=TPI OTY - i TOTAL - i REV. 17.2m SCALE -0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRU95ES REQUIRE EXTREME CAPE 12/02/94 TC LL 30 .0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN - p 'ug f'� ., TC DL 7.0 PSF DATE 12/02/94 ^ \\Uv�VI►u\ FAIRE TO BUILD THE TRUSS IN CONFORMANCE WITH OST66 6Y TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE • S ALPINE CONNECTORS ARE MADE OF 20CA QALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - 8C DL 10 .0 PSF DRWG O A446 ON 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - B6O6 TINES AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CIRRO N BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130. 150[ I60A-F. DESIGN STANDARDS MIT"PROPERLY ATTACHED RIGID CEILING -- SEE PROVISIONS OF T O T.L D. 47 .0 PSF 0/A LEN. 1 7-0-0 CONFORM W/APR.ICABLE PROVlS10OF NDS[iPl. AN ENGINEER'S ALPINE TECHNICAL UPDATE 11/1/911 FOP PROPER SEAL ON THIS CRANING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICAttON. FUIWiS"A COPY OF THIS D Rlo'p j Q p' OUR FAC, 1 33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE E•' •� -- _ •�-•s..• •..•••,,.F . I - ,-M. "AIINIHAL OFSIRN SPECIFICATION FOR MOOD CONSTRUCTION SPACING SEE ABOVE ITYPE spec t 4- T / T6 10' 11"8 HIPS R SL THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. )P CHORD 2x6 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. )T CHORD 2x4 SP #I Dense UPLIFT (LB): 200 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 10.67 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED IIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING 4LY. 00 NOT USE WITH PLASTER CEILING. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS M-Gravity (-)Uplift RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- 1St BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT xxx I *X* HANGER *** H5 . -455#(Jacks Only) I HUS26 27510 12860(10(1 Iply) MTS12 - -1000f( I HUS26 - + 33150 -155001(160 SplY) MTT288 - -37860(2 EaCh) (10(1)1 HtHftUiS48 - + 5180# -20000(f6d 2ply) MTT28B - -4455#(2 Eachl (I6d)I HOUS48 - * 66400 -2199#(IOd 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - * 80000 -2650f(16d 2ply) CS150 - -1650#(E ch) I HGUS5.5- *113350 -3945#(16(1 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS 10' JQJ 13 10' 11"8 X3 3X31 10' 11"8 R-5150 W-3" R=515# W=3"8 AGG - T18 SEG: 79134 IL . TYP.—ALP N DESIGN CRIT-TPI OTY - i TOTAL 1 REV. 17.2m SCALE -0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE Ex7PENE CARE 12/02/94 T C LL 30 .0 PSF REF ^2 *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN - �`�'VS"F�� TC OL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE IAMBS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , - ALPINE CONNECTORS ARE MADE OF 200A OALV. STEEL MEETING AS]M OUIRENENI4. UNLESS OTHERWISE INDICATED, TOP 8C DL 10 .0 PSF DRWG O AA18 OR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHgRO SMALL BE LATERALLY BRACED WITH PROPER 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHM * 8C LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130. 150 0 180A-F, DESIGN STANDARDS W1TM PROPERLY ATTACHED RIGID CEILING -- SEE STATE of TOT.LO. 47 .0 I O/A LEN. 10-1 1-8 CONFORM M/APPLICABLE PROVISIONS OF NOS 0 IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL dl TNIS ORAWINA7 APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APDL KATION. FURNISH A COPY OF tMIS L(. (1R1�*QP' OUR.FAC. 1 .33 IN ONLY. ANO SMALL NOT BE PELTED IRON IN ANY OTHER WAY. OESION 10 TME TRUSS ERECTION CONTRACTOR. ';�� IE�' `10...a.1. 1..1/1,119 1001 MAII(MAt. OFSION RPFCIFICAIION FOR WOOD CONSTRUCTtOM ��..... �` SPACING 24.0" TYPE S p 2 C i 4- T 7 10*11"6 HIPS SR SL THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED Y TRUSS MFR. )P CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. )T CHORD 2x4 SP 02 N UPLIFT (LB): 200 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 10.67 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED ■ 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED AD VERTICAL MAY NOT BE EXPOSED TO HORIZONTAL WIND PRESSURE. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)=Uplift ------------------- JST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------- *x* UPLIFT xxx I xxx HANGER xxx H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -20000(2 Each I HHUS48 - + 42990 -1660#000 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -20000(16d 2ply) MTT288 - -4455#`(2 Each) (1601 HGUS48 - + 66400 -21990(10d 2ply) CS150 - -1650#tEachjply) I HGUS5 5, +15335! -3945#(6500 !6d 3ply) �-2,7"8 2,2FFER_EI�CE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5X5 X5 6 p 2x2 x2 m _ Q' _LO io In 8' 10' 11"8 X3 3X3 �--- to, 11"8 1 R-515# W-3" R=515# W=3"B Agg T9 SED: 79140 'LT. TY -A PINE DESIGN CRIT-TPI OTY - ] TOTAL - ] REV• 17.2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEDUTAE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF *IMPORTANT*)(SMALL NOT SE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n I\\\7yVf DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-9f BY TPI. SEE THIS DESIGN �`11jj111e'�i TC OL 7 .0 PSF DATE 12/02/94 FAILURERU TO BUILD THE TSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` �us •'� O� ALPINE CONNECTORS ARE MADE of 206A CALM. STEEL MEETING ASTM OUIREMENT9. uM.ES9 OTHERWISE iN0tCA1E0. TOPBC DL 10 .0 PSF ORWG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M _ BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE _ STATE OF TOT.LD. 47 .0 PSF 0/A LEN, 10-11-8 CONFORM N/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER O RIS T, P'` SEAL ON 1::ORAWINO APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF 7415 Q' OUR.FAC. 1 .33 IN GILT, AMD SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. S INEEa ,.` SPACING 24.0" TYPE Spec _ ... _ ..... —•.a ,ue„♦,ne rM . Roe, MATtt111A1. RF9I0N SPECIFICATION FOR W000 CONSTRUCTION �•NIIIRRN )' (A-3562) " COMN VLT DROP GABLE THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED 8Y TRUSS MFR" 1P CHORD 2x4 SP #2 N WWWARNING! 2 UNPLATED JOINT(S)NN IT CHORD 2x4 SP #2 N WEBS 2x4 SR #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 200 250 200 BRG.LOC (FT): 0.00 6.19 12.38 RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) 1ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED --------------------------------------------------------------- CONTRACTORS WARNING: TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS iIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS (+)-Gravity (-)-Uplift SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING --------------------------- ---------------------------------- ISTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. RNN UPLIFT xxx1INN HANGER WNN I H5 - -455#(Jacks Only) HUS26 - + 27511 -1286#00d !ply) MTS12 - -1000# I HUS26 - + 33151 -15500116d )ply) MTS12 - -2000#(2 Each I HHUS48 - + 42991 -!660#(100 2ply) MTT288 - -3786012 Each (10d)f HHUS48 - + 51800 -20000(16d 2ply) MTT28B - -4455# 2 Each i6d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -46881(Per 2ply) I HGUS48 - + 8000# -26500(164 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6'4" •T. 6-4M 4X4 v 1.5X3 .5X3 E) p �9e•s N 1 4 m m 4X5(R) d 4 8 —er4 4X5(R) 6'4" 6'4' 5-4- 2' 5-4" _1 12'8" _I R=163# W-3"8 R=864# W=3"8 R=163# W=3"8 LGG SEO: 79279 T. TYP.-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL - 1 REV, 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 T C LL 30 .0 PSF REF X*I MPO R T AN T*)(SHALL NOT DE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND I\ DEVIATION FRO" THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN ��1�'UC�II a� - TC OL 7 .0 PSF DATE 12/02/94 TRUSS FAILURE TO BUILD THE TS IN CONFORMANCE WITH OSTSS BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 200A QALY. STEEL MEETING ASTM OUIREMENT9. VIRlE59 OTHERWISE INDICATED, TOP 8C DL 10 .0 PSF DRWG OR O A418 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACEUSCHORD SHALL BE LATERALLY BRACED NIiH PROPER BC L L O .O PSF LAJS - . BGOEi TRS AND UNLESS OTHERWISE LOCATED ON THIS MICK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD - N CONNECTORS PER DRAWINGS 130. 160 a 16OA-F, DESIGN STANOAROS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE: of = T 0 T.L D. 47 .0 PSF 0/A LEN. 12-8-0 OPE SEAL ON THIS DRAWING APPLIES TO THENCOMPOIENT DEPICTED HERE DRYWALL TECHNICAL APPLICATION. FURNISH'AI COPYROFR H L on 1�' Q per` --, F JOUR.FAC. 1 .33 CONFORM W/APPLICADLE PROVISIONS OF IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. IN W--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION '�'�NNHNiNHH.H SPACING 24.0" TYPE spec )b' 14-3Y92T T MN V T TH DW . PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. iOT CHORD 2x4 SP 02 N UPLIFT (LB): 340 330 WEBS 2x4 SP 13 BRG.LOC (FTI. 0.00 12.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. --------------------------------------------------------------- 1UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS (0-Gravity (-)-Uplift --------------------------------------------------------------- MNW UPLIFT WWtf I WWW HANGER WWW H5 - -455/(Jacks Only) HUS26 - + 2751# -1286#(IOC 1ply) MTS12 - -1000# HUS26 - + 3315# -15500(16d 1piy) MTS12 - -2000#(2 Each HHUS48 - + 42990 -16600(10d 2ply) MTT288 - -37861(2 Each (10d) HHUS48 - + 5180# -20000(16d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 66400 -2199#(IOd 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -2650# 16d 2ply) CS150 - -1650#(Each) { HGUS5.5- +113350 -39450116a 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6'4" 6'4" — -I T 4X4 m W - {a 6 C' 4X5 (R) 2X4 (A 1) 1.8'3 X4 (A 1) 7'3 4X5 (R) �---2' 5'4" --1-2- --f- —5'4" —2' --� 12'8" -i R=748# W=3"8 R=7480 W=3"8 ALGg T220 SED: 79270 T. Ty .-ALPINE-ALP NE DESIGN CRIT-TPI OTY 2 TOTAL - 2 REV. 17.2m SCALE -0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF (�2 )(*IMPORTANT*)(SHALL NOT BE RESPONSIBLE FOA ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE M18-91 BY TPI. SEE THIS DESIGN "t.,t' ' FAY.�� TC OL 7 .0 PSF DATE 12/02/94 US FAILURE TO BUILD THE TRS 1N CONFORMANCE WITH OSTOB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v - O\\\\\V�_ ALPINE CONNECTORS ARE MADE OF 200A DALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 1 0 0 PSF DRWG 0 AAM GA 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - TAUSS AND UNLESS 5606 OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130. 150 9 IGOA-F. DESIGN STANDAtOS WITH PROPERLY ATTACHED AtOID CEILING -- SEE STATE of TOT.LD. 47 .0 PSF D/A LEN. 12-B-0 CONFORM M/APRLfCABLE PADYtlIOM OF N04 t TPI. AM ENGINEER'S ALPINE 1ECNNiCAL UPDATE 17/#/91) FOR PROPER (0 q10' p - MAL ON THIS ORAW INA APPLIES 10 THE COMPONENT DEPICTED HEAE DRYWALL APPI.[CATION, FUANISH A COPY OF THIS Q � OUR.FAC. 1 .33 IN ONLY. ANO SHALL MT eE AEL IED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION COMtRACTOR. @--?Pt - TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CGNSIAUCTION •YYI,N,,i,i��, SPACING 24.0" TYPE spec ,'_(4-3592) T MN VLT THIS OWG. PREPARED FROM COMPUTER INPUT (LOAQS 6 DIL%NSIONSI SUBMITTED BY-TRUSS MFR. P CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. T CHORD 2x4 SP 02 N UPLIFT (LB): 340 200 WEBS 2x4 SP !3 BRG.LOC (FT): 0.00 12.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- NNN UPLIFT NNN I OWN HANGER NNN H5 - -455!(Jacks Only) HUS26 - + 2751! -12860 10d 1ply) MTS12 - -1000! HU - + 3315! -1550! 16d 1ply) MTS12 - -20000(2 Each)) HHUS48 - + 42990 -1660!((10d 2ply) MTT28B - -37860(2 Eachl (10tl) HHUS48 - + 51800 -2000!(16d 2ply) MTT28B - -44550(2 Each) (16d)I HGUS48 - + 6640! -21990(10d 2ply) MST60 - -4688!(Per 2ply) I HGUS48 - + 80000 -26500 16a 2ply) CS150 - -1650#(E ch) 1 HGUS5.5- +113350 -3945!116d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �+ 6-40 6-4- 4X4 m !n 4X5(R) m 2X4 (A 1) a4 X4 (A I) 3 (R B 05 (R) �---2, 5-4- �----2 -- — 5 4 R=765# W=3"B R=579# W=3"8 AGT 6 SEO: 79272 _T. TY .-ALPINE DESIGN CRIT-TPI OTY - 5 TOTAL 5 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. tPUS SES PEOUIRE EXTREME CARE 12/02/94 T C LL 30 .0 PSF REF ^� X I MP OR T A N T X X SHALL NOT BE RESPONMIOLE FOR ANY WARNINGim HANDLING, ERECTION AND I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-61 6Y TPI. SEE THIS DES10N ��, TC DL 7 .0 PSF DATE 12/02/94 FAILURE TO GUILD 111E ?PUSS IN CONFORMANCE WITH 0=166 BY tOl. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �+ ALPINE CONNECTORS APE MADE OF 206A QALY. STEEL MEETING ASTM OUIPEMEMTS. UNLESS OTHERWISE INDICATED, IOP - - BL. OL 10 .0 PSF ORWG AAA6 64 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL 11E LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGK POSITION LY ATTACHED PLYWOOD SHEATHING, SOTtOM CHORD W BC LL 0•0 PSF / L LJS CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROP PLY ATTACHED RIGID CEILING -- SEE STATE OF T O T.L D. 4 7 .0 PSF 0/A L E N. 12-8-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C tP1. AN ENOTHEER*S ALPINE TECHNICAL UPDATE 11/1/91) FOR PROPER 0 qI0* Y` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q' OUR.FAC. 1 .33 IN HIV, AND SHALL NOT DE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRIMS ERECTION CONTRACTOR. lIJE .. .......1-.. .... - .m. -AfT warm.a rtgIFA?IM FnR Mmn CIWATNMW1TrnN 'N�NN1� H.`..`` SPACING 24.0" TYPE spec Inh- 4— g T T10 24'7"8H PM DROP GABLE 4'SB DWG. PREPARED FROM COMPUTER INPUT ADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): WEBS 2x4 SP 03 BRG.LOC (FT): UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. -------(+)_Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ------------ --------------------------------- NNx UPLIFT NxN I NNN HANGER xxx H5 455#(Jacks Only) I HUS26 - + 2751# -12860(10d iply) MTS12 -10001 1 HUS26 - + 3315# -15500(16d 1ply) MTS12 = -2000042 Each I HHUS48 - + 4299# -16600(10d 2ply) MTT28B 37860 2 Each) (10d)I HHUS48 - + 5180# -20000(16d 2ply) MTT288 - -44550 2 Each) (16d)1 HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39451116d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4' 20'7"8 017"8 �I s �X5(R) 2.0'4 3X4 (01) T el 121 121 121 8 121 8 1 N,9 ' —e 4 ..a 3.6 45(R) (--3:7"8 -1 21 ' _I f 24 '7"8 _I R=158# W=3"8 R=103 Of W=21 ' TA? T11 SED: 79320 PLT. TVP.-ALPINE DESIGN CRIT-TPI OTY - i TOTAL = i REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES AEOUTAE EXTREME CAPE 12/02/94 TC LL 30 .0 PSF REF )(IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIN-21 BY TPI. SEE THIS DESIGN Us TC DL 7 .0 PSF DATE 12/02/94 V FT\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH"t"BY M. FOR ADDITIONAL SPECIAL PERMANENT BRACING AE , v ��I O� ALPINE CONNECTORS ARE MACE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - 8C OL 10 .0 PSF ORWG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER _ 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOW M 8 C LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130. ISO C ISOA-F, DESIGN STANDARDS WITH PPOPEPLY ATTACHED RIGID CEILING -- SEE STATE: OF _ T 0 T.L D. 47 .0 PSF 0/A LEN. 24-7-8 COWORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0 RTO T ` SEK ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS Qom` DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE AELIEO UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. . . _ .... ... .......... .". . .m. M.nn-.H nF"NnN omr.trtrAtmm FnR Wnnn rnNSHaW.mm NHNI,11 `` SPACING 24.0" ITYPE h i pm 0: 4- T / Tit 24*7*8 H PM V T THIS W PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. )P CHORD 2x4 SP t2 N : T2 2x4 SP #1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, 7T CHORD 2x4 SP 02 N UPLIFT (LB): 540 410 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 24.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift 1199 UPLIFT RRW *XX HANGER xxx H5 - -4550(Jacks Only) HUS26 - + 2751# -1286#(100 iply) MTS12 - -1000# HUS26 - + 3315# -15500 16d Sply) MTS12 - -2000#(2 Each HHUS48 - + 42990 -16600 10d 2ply) MTT288 - -3786#(2 EaChl (fOd)) HHUS48 - + 51800 -2000#06d 2ply) MTT288 - -44550(2 EaCh) (16d) HGUS48 - + 66400 -2199#(#00 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#116d 2ply) CS150 - -1650#(Each) HGUS5.5- +113350 -3945#(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �---6' 18'7"8 -) T 6X6 3X4 TR Em 3X 0 Cn2,-0, 3 6v 9' m 3X6 (A1) 3X5 41% 1 1 . 3 d 3.6 5X7 �2' ----3'7"8 21 ' 24'7"0 -� R-13320 W=3"8 R=1135# W=3" 'LGG Tgg SEO: 79281 7. TYP.-A PIN DESIGN CRIT-TPI OTY - I TOTAL = I REV, 17,2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEOUIRE EXTREME CARE 12/02/94 T C L L 30 .0 0 PSF REF (�2 *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HAMM INC, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR AMY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �T-11"""�.U�� TC OL 7 .0 PSF O A T E 12/02/94 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE M11N 03188 BY TPI. FDR ADOIt10NAL SPECIAL PERMANENT BRACING RE - ` vus �' ALPINE CONNECtORB ARE MAGE OF 200A QALY. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP - BC OL 10 .0 PSF DRWG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY GRACED MIT"PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 150. 150 B ISOA-F. DESIGN StANOARDS WITH PROPERLY ATTACHED R1G10 CEILING -- SEE STATE of T O T.L D. 47 .0 PSF O/Q LEN. 24-7-8 CONFORM W/APPLICABLE PROVISIONS OF NDS B TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/t/911 FOR PROPER L 0 R1�� SEAL ON T"15 INCDIAMAPPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TH[S .' Q � DUR FAC. 1 .33 IM ONLY• MG SHALL NOT BE REL IEO UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTDI. �IEE�� __• •_-_-••. .. ...,.� -w • ,0-i MATIMNAR rWRI104 SPECIFICATION FOR WON)CONSTRUCTION ''NItnEVI`` SPACING 24.0" TYPE spec )' 4 T T12 2A*7"8H PM V T B'SB THIS OWG. PREPARED FROM COMPUTER INPUT ADS 6 DIMENSIONS) SUBMITTED BY TR SS MFR P CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. T CHORD 2x4 SP 02 N UPLIFT (LB): 530 420 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 24.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- IST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)■Gravity (-)-Uplift ------------------- ---------------------------------------- xx* UPLIFT RMM I WRx HANGER xYK H5 - -4550(Jacks Only) I HUS26 - + 2751/ -12B6#(fOd 1p1y1 MTS12 - -10000 1 HUS26 - + 33150 -1550006d !ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#00d 2ply) MTT28B - -37860(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) MTT288 - -44550(2 Each) (16d)I HGUS48 - + 66400 -21990 10d 2ply) MST60 ■ -46880(Per 2ply) HGUS48 - + 80000 -26500 16d 2ply) CS150 - -16500(Each) HGUS5.5- +113350 -39450 16d 3ply) ---------------=----------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS I-- —B' 167"8 —1 6X7 3X4 1 .5X3 3 T Tm m ' B pi .5X3 m v9 3X6 (A i) 3X4 3X4 ! 1. 3 fie, a 3.65X14 �— 2' -- —3'7"8 21 ' _I 24'7"8 R=1332# W=3"8 R=1135# W=3" AG T33 SED: 79284 LT. TYP.-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL 1 REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF *IMPORT ANT**SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING. ERECTION AND '\ OEVIAT10M FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-01 BY TPI. SEE THIS DESIGN ��1"�' TC DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING PE v ALPINE CONNECTORS ARE MADE OF YODA GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP - _ BC DL 10 .0 PSF DRWG MM 0R B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL K LATERALLY BRACED"ITN PROPER 5606 TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N BC LL 0 .0 PSF L JS CONVECTORS PER DRAWINGS 130. 150 t ISOA-f. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF T O T.L D. 47 .0 PSF O/A LEN. 24-7-8 CONFORM*/APPLICABLE PROVISIONS OF NOS L TPI, AN ENGINEER'S ALPINE TECHNICAL UPOAIC 17/1/011 FOR PROPER 0 R10' ` SEAL OM 11412 DRAWING APPLIES TO THE COMPONENT DEPICTED NEN: DRYWALL APPLICATION. FUNNISM A COPY OF THIS .� �. Q•� DUR.FAC. 1 .33 IN ONLY, AND SHALL NOt BE RELIED UPM/ IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INET^-�.`` _.. ..._._.... _--•-••--_-._._..._..-_-••-----._._.._.._.. '''•�,,....,,, SPACING 24.0" TYPE spec } 4- T13 24'7"8HIPS V T R -THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. fOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP 12 N UPLIFT (LB): 530 420 WEBS 2x4 SP /3 BRG.LOC (FT): 0.00 24.38. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) ix4 "T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS a 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. ( )-Gravity (-) Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. xxx UPLIFT xxx I Nxx HANGER xxx RUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -4551(Jacks Only) HUS26 - + 2751# -12861(fOd 1p1y) MTS12 - -10001 HUS26 - + 33151 -15501(16d 1ply) MTS12 - -20001(2 Each HHUS48 - + 42991 -16601 fOd 2ply) MTT288 - -37861(2 Each) (10d) HHUS48 - + 51801 -20001 16d 2ply) MTT288 - -44551(2 Each) (16d)I HGUS48 - + 6640► -2199#(fOd 2ply) MST60 - -46881(Per 2ply) I HGUS48 - + 80001 -26500(1 6d 2ply) CS150 - -16501(Each) HGUS5.5- +113351 -39451(f6d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS GO 10' 13'4" 4X6 1.5X3 (R) X2 (A) I �► 3X5 Lo = m 6p 3X6(A i) 3X4 3X4 3XIO9 —An 8' a 3.6 5X6 �--2' —�-- 3-7-8 21 I 24,7`8 J R=1332# W=3"8 R=1136# W=3" TAYTgg2 SED: 79287 PL?. TY .-ALPINE DESIGN CRIT=TPI OTY i TOTAL - 1 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES TEOUIRE EXTREME CARE 12/02/94 T C LL 30 .0 PSF REF (�2 *IMPORTANT**SHALL NOT BE PESPOM ISLE FDR ANY WARNING tN HANDLING. ERECTION AND 01 DEVIATION FROM M29 DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN .�`tUC,N �iTC DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V ALPINE CONNECTORS ARE MADE OF 200A GALY. STEEL MEETING ASTM OUIREMENIS. UNLESS OTHERWISE INDICATED. TOP - BC OL 10 .0 PSF DRWG ARAB OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SH -ALL BE LATERALLY ORACFO WITH PROPER - _ IR11S3 AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHEODD D PLYNSHEATHING. BOTTOM dron0 M SLOB BC LL 0 .0 P SF L�JS CONNECTORS PER DRAWINGS 130. TSO t IBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING --SEE STATE OF - T 0 T.L D. 47 .0 PSF O/A LEN. 24-7-8 CONFORM*/APPLICABLE PROVISIONS IES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUANISM A COPY OF IMI ONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE V/1/9 0 FOR PROPER 0 R10' Q SEAL ON THIS DRAWING AP �. Q �� OUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. IN ,r.,. . _ ... .... ..».....,. MK . ,-"N MATTRMAI M441""PrrWIN rirTrATIM rm WItdrTTM1 '''1„111„```` SPACING 24.0" TYPE spec (4-3592) T T 4 24'7"8 HIPS V T 1 SR ---THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED By TRUSS MFR. i0P CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP 02 N UPLIFT (LB): 520 420 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 24.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED > RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- IUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- WWW UPLIFT Nxx I WMW HANGER full H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(IOd 1ply) MTS12 - -10000 HUS26 - + 33150 -1550#(16d 1ply) MTS12 - -2000#(2 Each) HHUS48 - + 4299# -16600((10d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000016d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#((10d 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -26500 16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS L — i2, L 9,4., 3,3„8 4X5 (R) 3X4 4X (R) X5 m 4X4 : u7 v ' L 6 � m gh 9 3X6 (A1) X X8 I.W3 d 3.6 5X7 f2' --+--3'7"8 21 ' _1 24'7"8' _I R=1332# W=3"8 R=1135# W=3" PLG.-TYF�.-ALPINE DESIGN CRIT-TPI OTY - i TOTAL - 1 REV. 17.2m SCALE790.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 T C LL 30 .0 PSF REF *IMPORTANT**SHALL MDT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN DI THESE SPECIFICATIONS, OR ANY BRACING. SEE NIB-21 BY TPI. SEE THIS DESIGN _ .+`'t"'�' �'�� TC DL 7 .0 PSF DATE 12/02/94 ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ vUS ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIREMEMTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF DRWG O MAS OR S EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL BE LATERALLY BnACEO WITH PROPER - 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CMOnO W SC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130. 150 C 180A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T 0 T.L D. 47 .0 PSF O/A LEN. 24-7-8 COWORM SEAL ON THIS DRAWING APPLIES LE 10 THE OF NCOMPONENT DEPICTED MERE DRYWALLTECHNICAL APPLICATITO�NN..ATE FURNISH,AICOPYROFRTHIS �' �, E on � Q P;. DUR.FAC. i .33 IN ONLY. AND SHALL NOT BE IELIEO UPON IN ANY OTHER WAY. DESIGN TO I/E TRUSS ERECTION CONT MCTOR. INEEa`'�` .__.". . .�....a.11 .M..Tn..F .MT. . NRRN MATTRMAI RFITRM VPFT:TFTTATSMN FnR WwMn enNeTmRr.rTRH MMR 1 M``` SPACING 24.Q° T YP E spec 4-3592) LOT / T15 24*7"8 HIPS V T 14*SB THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. JP CHORD 2x4 SP 12 N : T1 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. )T CHORD 2x4 SP 12 N UPLIFT (LB): 520 420 WEBS 2x4 SP 13 BRG.LOC. (FT): 0.00 24.38 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED 4) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (0-Gravity (-)-Uplift --------------------------------------------------------------- RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. *** UPLIFT M** *M* HANGER *MR UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -4550(Jacks Only) HUS26 - + 27510 -12861(fOd 1ply) MTS12 - -10001 HUS26 - + 33150 -1550#(16d 1plyl) MTS12 - -20001(2 Each) HHUS48 - + 42990 -16600(10d 2ply) MTT288 - -37860`2 EaCh) (10d) HHUS48 - + 51800 -20000(160 2ply) MTT289 - -44550(2 Each) 16d)I HGUS48 - + 66401 -21990(10(1 20y) MST60 - -468811Per 2ply) HGUS48 - + 80001 -26500(16d 2ply) CS150 - -16500(Each) I HGUS5.5- +113350 -39450(164 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 14' 5-4" ---�---5'3"8 ---{ 4X6 4X (R) T1 X4 m 4X4 (A) T v cn 6 p EA f7 9 3X6(Ai) 3X4 3X8 3X48. 'd 3.6 5X7 �2' +-3-7-8 21 ' J 24'7"8 —i R=1332# W=3"8 R=1135# W=3" 'Lgg T4 SED: 79292 T. TYP.-ALPINE DESIGN CRIT-TPI OTY i TOTAL i REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF X*I MP OR T ANT**SHALL NOT BE RESPONSIBLE FOR Ally WARNING IN HAMMING. ERECTION ANO n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MIB-9t BY TPI. SEE THIS DESIGN �T,j 11i ��•i TC OL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OStBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` �us O ALPINE CONNECTORS ARE MAGE OF 200A GAILY. STEEL MEETING ASTM OUIRENEWIS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 P SF DRWG A446 O1 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACEO WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N SC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130. 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of _ T 0 T.L D. 47 .0 PSF O/A LEN. 24-7-8 CONFORM M/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/t/91) FOR PROPER * SEAL ON THIS GRAVING APPLIES 10 THE COMPONENT DEPICTED HERE ORYWALL APPLICATION. FURNISH A COPY OF THIS onto Q•` JOUR.FAC.. 1 IN ONLY. AND SHALL NOT BE FLIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. '��"F IWEEOS ; 33 . ... .......... ___._..__....._._._...--.-__ __.-._._..... SPACING 24.0" ITYPE SpN.0 )0 4— ' HIPS SR SL THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP 02 N :T3 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 340 350 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) (A) 1X4 'T' BRACE. SAME GRADE AS NES MEMBER, ATTACH WITH MIND SPEED - 100.00 MPH. MEAN HEIGHT 15.00 FT. ENCLOSED Bd NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ;:x-UPLIFT-;;;xxx ) xxx HANGER xxx MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 2751# -12860 1Od 1ply) MTS12 - -10000 HUS26 - + 3315# -15500(16d 1ply) MTS12 - -2000#((2 Each HHUS48 - + 4299# -16600(IOd 2ply) MTT28B - -3786/(2 Eech) (SOd) HHUS48 - + 5180# -2000#(f 6d 2ply) MTT28B - -44550`2 Each) (16d) HGUS48 - + 66400 -219901110d 2ply) MST60 - -4688#(Per 2ply) 1 HGUSAB - + 80000 -26500(16d 2ply) CS150 - -1650# Eeth) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 12'4"8 �-� 7'3"8 ----� 4X5 (R) 4X5(R) T3 m 6 3X4 X4 (A) T 3X5 CD 1'1116 9' 3X5 X 3X4 21 ' R-9V#W- 3" R=987# W=3"8 1.5X3 PLT.-TYP -ALPINE DESIGN CRIT-TPI OTY - i TOTAL - i REV. 17.2m SCAALE7-0 2500 ALPINE ENGIMEERED PROOICi3, 1Mc. 111 1111 EXTREME CAIIE 12/02/94 TC LL 30 .0 PSF REF (�2 X I MPOR T AN T N X SHALL NGT eE RESPONsiBLE FDR!MyWARNING IN HANDLING. ERECTION AND n I\\\jVVf DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HID-9f BY tPt. SEE THIS DESIGN �t`/Vc�' e�� TC OL 7 .0 PSF DATE 12/02/94 FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH 0418S BY TPI. FOR ADDITIONAL SPECIAL PERMANENT GRACING RE ` S ALPINE CONNECTORS ARE MJF OF MA QALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 •0 PSF DRWG AAAS OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BMACEO WITH PROPER $606 TRUSS AND UNLESS OTWRWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x BC LL 0 •0 PSF L JS CONNECTORS PER DRAWINGS fJO. ISO c 160A-i. OEstDN 9TANOAR04 WITH PROPERLY ATTACHED atGtO CEILING -- SEE STATE OF TOT.LD. 47 •O PSF 0/A LEN. 21-0-0 CONFORM SEK ON THIS OAAWINOE APPLIES TO THEOF COOMPONENT DEPICTED HERE DRYWALLTECHNICAL APPLICATION.ATE FURNISH/AI1 FOR COPY OF THI4 -ORID Q P:` F DUR.FAC. 1 .33 IN ONLY. ANO SHALL NOT BE RELIED UPON IN AM OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. '� 1NEE�� SPACING 24.0" TYPE spec ,V14-3592) LOT T *4" HIPS R P GABLE 4' R THIS DWG PREPARED FROM COMPUTER INPUT ADS 6 DIMENSIONS) SU MITTEO BY TRUSS MFR. OP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. l0T CHORD 2x4 SP #2 N UPLIFT (LB): WEBS 2x4 SP #3 BRG.LOC (FT): UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (+)-Gravity (-)-Uplift LUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- MMM UPLIFT MMM MMM HANGER MMM H5 - -455#(Jacks Only) HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -10000 1 HUS26 - + 3315# -1550006d 1ply) MTS12 - -2000#(2 Each)) I HHUS48 - + 4299# -1660#(10d 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT288 - -4455#(2 Each 1) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(160 3pIy) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 C;;- CD �_4• 25 4" I �� 4X5 (R) 5X4 4X (R) N 3X4 (82) 3944(D1) 6,88 32X3"8 _I R=94 plf W=32'3"8 TAG T6 SED: 79198 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY i TOTAL - i REV. 17.2m SCALE -0. 1875 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE E%tREME CARE 12/02/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT 0E RESPONSIBLE FGR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR !NESE SPECIFICATIONS, OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN\`vTC DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 10 .0 1 0� ALPINE CONNECTORS ARE MAGE OF 200A DALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 1 0 •0 PSF ORWG 0 A446 OR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - tRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY AtTACHEO PLYWOOD SHEATHING, BOTtOM Clam M BC LL 0 • PSF L J S CONNECTORS PER DRAWINGS 130, 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY AfTACHEO RIGID CEILING -- SEE STATE of T 0 T.L D. 47 .0 PSF 0/A LEN. 32-3-8 CONFORM W/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER ORI P - SEAL ON THIS ORAWINO APPLIES TO THE COMPONENI DEPICTED HERE DRYWALL APPLICATION. FINNISH A COPY OF tHi4 .' �. Q'� OUR.FAC. 1 .33 M ONLY. ANA SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �,, WEEP`'"I S p pfd T N(i 24.0" ITYPP q a b -Q-b-:_14-3592) T T '4" HIPS 'S SR THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 0 M NS ONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP 02 N UPLIFT (LB): 660 530 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 32.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT, ENCLOSED RECOMMENDED CAMBER 1/4' AT MIDSPAN BETWEEN BEARINGS. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)•Gravity (-)Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- NxR UPLIFT xx* I MxR HANGER Mutt H5 -455#(Jacks Only) I HUS26 - + 2751# -12864(100 1ply) MTS12 - -10000 HUS26 - + 3315# -15500060 1ply) MTS12 - -2000#(2 Each I HHUS48 - + 4299# -16601 IOC 2ply) MTT288 - -3786#(2 Each (100) HHUS48 - + 51800 -2000# 16d 2ply) MTT288 - -4455#(2 Each) (16011 HGUS48 - + 6640# -2199#0 Od 2ply) MST60 4688#(Per 2ply) HGUS48 - + 8000# -2650#(160 2ply) CS150 - -1650#!Each) I HGUS5.5- +113350 -39450(16d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS -6' 21x4- _l_ 4' 11"8 'I 5X43X4 3X5X4 5X4 3.4.3 6 =3X5( A i) 4X5 10_8, X3X4 4 Rib 3X4X 3X3 �--N 32'3"8 R=1691# W=3"8 R=1498# W=3"8 STAG = T9 SED: 79209 PLT, TYP.-ALPINE DESIGN CRIT=TPI OTY i TOTAL - 1 REV. 17.2m SCALE =0. 1875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXIREME CARE 12/02/94 TC LL 30 .0 0 PSF REF XIMPORTANTXX SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE 9PECIF1GttOM, OR ANY BRACING. SEE H[5-91 BY IPI. BEE rNt4 DESIGN �T''It't F , - TC DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE - , �us �� _ 0 V ALPINE CONNECTORS ARE MADE OF 200A GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC OL 10 .0 PSF DRWG O ARAB OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACCO KITH PROPER - 5606 _ BC L L O O PSF L J S TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD K CONNECTORS PER DRAWINGS 130, 150 C 100A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.L O. 47 .0 PSF O/A LEN. 32-3-8 AL UPDATE SEAL ON THIS DRCONFORM ICABLE AWING APPLIES�TOO THENCOMPONENT DEPICTED HERE DRYWALL INEER'S ALPI TAPPLICATION. FURNISH'A I COPYYFOP OFRTTHHIS - O RID�' Q P: F OUR.FAC. 1 . 33 IN ONLY. AND SHALL NOT GE RELIED UPON 1N ANY 0r1£R MAY. DESIGN TO THE TRUSS ERECTION COMPACTOR. WEEP`' �� h 1 ---TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 4 0'''NNI��R��',` T Y PE Pi 3 Db' 4- T *4" HIPS SR -THIS W . PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 01 Dense :T2 2x4 SP 02 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 660 530 WEBS 2x4 SP 03 BRG.LOC (FT). 0.00 32.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Up l i f t --------------------------------------------------------------- xxx UPLIFT xxx I xxx HANGER xMM H5 . -455#(Jacks Only) HUS26 - + 27510 -12860 10d iply) MTS12 ■ -10000 1 HUS26 - + 33150 -15500 16d 1ply) MTS12 - -20000(2 Each HHUS48 - + 42990 -1660#(JOd 2ply) MTT288 - -37860(2 Each (100) HHUS46 - + 51800 -20000(f 6d 2ply) MTT288 - -4455#(2 Each) 16d) HGUS48 - + 6640# -219901(100 2ply) MST60 ■ -4688111P er 2ply) HGUS48 ■ + 8000# -2650# 16d 2ply) CS150 - -1650# Each) I HGUS5.5- +11335# -3945#(f6d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 8' 17'4" -T- 6 11 8 --� T 5X4 3X4 TSX4 5X4 m 6 v v 4X5 3X5 (A 1) la�8' X X 3X4 3X3 f 32'3"8 R-16910 W=3"8 R=1498# w=3"8 TAG - T33i SEO: 79215 PLT. TYP.-ALP N DESIGN CRIT-TPI QTY 1 TOTAL - i REV. 17.2m SCALE -0. 1875 ALPINE ENGINEERED PRODUCTS. INC. tPUSSES REWIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF *IMPORTANT**SMALL MDI BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR AMY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN � 1"�� TC OL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , �VS ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ - 8C OL 10 •0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOnO W BC LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130. t5O 9 16OA-F. OESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of _ 7 0 T.LD. 47 .0 PSF D/A LEN. 32-3-8 CONFORM W/APPLICABLE PROVISIONS OF NDS 9 TPI. AN ENGtHEER'S ALPINE TECHNICAL UPDATE tT/1/911 FOR PROPER L O R1a' p ` SEAL ON THIS OnAMING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q"� DUR.FAC. 1 .33 %IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO tK tnUSS ERECTION Cor1Tn.Ct0a. INEE�',�` SPACING 2 4.DITYPEhips S -- 1 . +_.._.,c ,M.T,nHTc -nit . 1991 NATIONAL DESIGN SPECIFICATION FOR NOW CONSTRUCTION ''HH u H H'` Q 0: (4-3592) LOT T '4" HIPS SR —THIS WG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. OT CHORD 2x4 SP 12 N UPLIFT (LB): 560 530 WEBS 2x4 SP 13 BRG.LOC (FT): 0,00 32.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift --------------------------------------------------------------- RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. NNN UPLIFT NNN I NIFx HANGER NNN UST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 27511 -12860110d 1ply) MTS12 - -1000# I HUS26 - + 33551 -15501(16d 1ply) MTS12 - -20001(2 Each I HHUS48 - + 4299# -1660#(fOd 2ply) MTT288 - -37861(2 Each) (i0d) HHUS48 - + 5180# -2000# 16d 2ply) MTT28B - -44551(2 Each) (16d)� HGUS48 - + 56401 -21991(fOd 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 80001 -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113351 -39451(16d 3ply) ------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS — 10' T5X6 5 m 1.5X3 4X4 Iq 6v X2 3X5 (A 1) =3 o�m3X5 3X4 3X7 4X 32,3"8 _I R=1691# W=3"8 R=1498# W=3"8 'LGs 33 SEG: 79220 . TYP�—ALPINE DESIGN CRIT=TPI QTY - 1 TOTAL - 1 REV. 17.2m SCALE -0. 1875 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEOUIRE EXTREME CARE 12/02/94 T C LL 30 .0 PSF REF (�2 *IMPORTANT*x SHALL NOT BE RESPONSIBLE FOR ANY A R N I NG IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. dT ANY BRACING. SEE H10-91 BY TPI. SEE THIS DESIGN _ �T•�1'TT""T��' TC OL 7 .0 PSF DATE 12/02/94 \\UvwV►U\ FAILURE TO BUILD THE iRl/S$ IN CONFORMANCE MI1N OSTSB BY TPI, FOR ADDITIONAL SPECIAL PERMANENT GRACING RE , v 0� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. T� - - BC DL 10 .0 PSF DRWG 0 A446 OI G EXCEPT AS MOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY ORACEO WITH PROPER 5606 - BC LL 0 .0 PSF L J S TRUSS AND UNLESS DI ERWISE LDCATEO ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SIEAIHING. 00170"CHORD N CONNECTORS PER DRAWINGS 130. ISO G ISOA-f. DESIGN STANDARDS WITH PROPERLY ATTACHED 81010 CEILING -- SEE STATE OF TOT.LD. 47 .0 PSF OSA LEN. 32-3-8 CONFORM W/APPLICADLE PROVISIONS OF NOS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPERO RION P SEAL ON THIS CRANING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FUANTSH A COPY OF THIS �. Q �` DUR.FAC. 1 •33 TN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �� 7NEE�'�`` P--TPT -TRUSS RATE INSTITUTE, NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR W000 CONSTRUCTION '�R�II'I�I`�` SPACING 24.0" TYPE h i p s )0 b' 4- T T '4" HIPS R THIS DWG. PREPARED FROM COMPUTER INPUT tLOADS 6 DIMENSIONS) SUQMITTEO BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 650 520 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 32.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 80 NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ;;;-UPLIFT-;;;x;11 ) N11x HANGER WNHf MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) HUS26 - + 2751# -1286000d 1ply) MTS12 - -10000 1 HUS26 - + 33150 -15500 06d 1ply) MTS12 - -2000#(2 Each I HHUS48 - + 42990 -16600 H Od 2ply) MTT28B - -3786#(2 Each (fOd)1 HHUS48 - + 51800 -20000(160 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 66400 -21990(I0d 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 80001 -26500(160 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS — 12' -++ 9-4" -� - 10' 11"8 - 5X4 3X4 5X4 T Q m 1.5X3 4X4 6v X2 -Tr a X5(A1) 10.7 X x X 4X5 N 32'3 8 - - --- -----� R=1691# W=3"8 R=1498# W=3"8 TAG t229 SED: 79224 PLT. TY .-ALPINE DESIGN CRIT-TPI OTY i TOTAL - 1 REV. 17.2m SCALE -0. 1875 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/02/94 T C LL 30 .0 PSF R E F (�2 X I MPO R T AN T N X SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECTION AND ,�1,,,, DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 9Y TPI. SEE THIS DESIGN �� '�i� TC OL 7 .0 PSF DATE 12/02/94 rt \\Uv`VIAU\V FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPU. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �US - O\\\\V- AL INE CONNECTORS ARE NAGE OF 200A GAIL. STEEL MEETING ASTM OUIREMENTS. UNLESS 0t/N:RVISE INDICATED. T� - _ BC DL 10 0 PSF DRWG O AAB OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - ..5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W 8C LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130. 150 C IBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T O T.L D. 47 .0 PSF 0/A LEN. 32-3-8 Of 9 TPI. AN TE SEAL ON HIS DRAWING CONFORM ICABLE AWINO APPLIES 10 tNENCSOMPONENT DEPICTED HERE DRYWA"ELLTECHNICAL APPLICATION.AFURNI4M AICC, OFROTHI4 .' F L O R10' Q per` JOUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN AMY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. IWE EAS.,: SPACING 24.0" TYPE h i pS 10 4— T T '4" HIPS 14'SB SR --THIS WG. PREPARED FROM OMPUTER INP T LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #1 N :B2 2x4 SP #1 Dense: UPLIFT (LB): 650 520 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 32.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING --------------------------------------------------------------- ONLY. DO NOT USE WITH PLASTER CEILING. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS (A) 1X4 '1' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH -------------------(+)_Gravity (-)-Uplift--------------------------------- 80 NAILS 6 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY xxx UPLIFT xxx xxx HANGER xxx ERECTION CONTRACTOR. H5 = -455#(Jacks Only) HUS26 - + 2751# -1286#(10d tplyl MTS12 -1000# HUS26 - + 3315# -15500(16d (ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTS12 - -2000#(2 Each) HHUS48 - + 4299# -1660#(10d 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT28B - -3786# 2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B -4455# 2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 -46880 Per 2ply) I HGUS48 - + 80000 -2650#(16d 2ply) CS150 - -1650# Each) I HGUS5.5- +113350 -39450 (16d 3pIy) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS ------ 14' 5'4" 12' 11"8 5X6 X4 m 1.5X3 (A) 4X4 Q 6 p n (A) X2 —rra 3X5(AJ) f0 fie, X X X 4X5 I--N 32'3"8 R=1691# W=3"8 R=149B# W=3"8 PL TYPE-ALP N DESIGN CRIT-TPI OTY - 1 TOTAL - 1 REV. 17.2m SCAALE7-0281875 F� ALPINE ENGINEERED PROOUCTS, INC. TRUSSES PEOUIPE EXTREME CARE 12/02/94 T C LL 30 .0 PSF R E F *IMPORTANT)(*sNALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. EPECTION AND tt1111j DEV1At10N FROM THIS DESIGN OR THESE SPECIFICATIONS. 011 ANY BRACING. SEE NIB-91 ST TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/02/94 `1t •� FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOB BY TPI. FDR ADDITIONAL SPECIAL PERMANENT ORACING RE ` V� f �� O� ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS Of"ERWISE INDICATED. TOP - — BC OL 10 .0 PSF DRWG A448 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 ' TRUSS AND 1NNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x - BC LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130. 150 9 180A-F. DESIGN STANOAROS WITH PROPERLY ATTACHED RIG10 CEILING -- SEE STATE OF _ TOT.L O. 47 .0 PSF O/A LEN. 32-3-8 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. O RIO N?P` OUR.FAC. 1 . 33 IN ONLY. AND SHALL NOT BE RELIEO UPON IN ANT OTHER WAY. DESIGN TO T1E TRUSS ERECTION COMTRACTOR. INE, . .... - 1--.1. ,....,...� . . HO"t NAYfnNAt Mgle.N RPFetetC.A??bN FOR W000 CONSTA1CtI0N t1tttt`'` SPACING 24.0" TYPE h i PS 14-3592) LOT _/ T23 24*7"8 HIPS VLT-16'SO SR THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 IM NS ONS SUBMITTED BY TRUSS MFR. FOP CHORD 2x4 SP 02 N : T4 2x4 SP #1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 30T CHORD 2x4 SP 02 N UPLIFT (LB): 520 420 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 24.33 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT, ENCLOSED (A) ix4 'T' BRACE. SAME GRADE AS WES MEMBER. ATTACH WITH ------------------- ------------------------------------------- 8d NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift ------ - ------------------------- ---------------------------- a RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ;m; UPLIFT WWW ( WWM HANGER WWW BUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(IOd 1ply) MTS12 - -10000 HUS26 - + 3315# -1550#(15d 1ply) MTS12 - -2000#12 Each HHUS48 - + 5580# -2000t(10d 2piy) MTT288 - -3786# 2 Each (10d) HHUS48 MTT288 - -4455#(2 Each (16d)� HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -394511160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 16' 7'3"8 ----� 4X5(R) 41 (R) T4 m 3X4 X4 a 3X4 Co (A) r. 4X4 CO 6 p m n 4-o 9 3X6 (A S) X 3X4 3X43 a 3.6 5X68 L_2' �3'7H8 21 ' _I fi` 24'7"8 R=1332# W=3"8 R=1136# W=3"8 PL .aTY2.-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL - 1 REV. 17,2m SCAALE7 O: 7924-0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CARE 12/02/94 T C LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY A RN I NG tN HAN�iNc, ERJF A- DEVIATION FROM?MIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE ESIGN _ ��1tVS �� TC QL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTON BY TPI. FOR ADDITIONAL SPECIAL PERMANENTING RE VALPINE CONNECTORS ARE MADE OF 20CA QALY, STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE IND . TOP - BC DL 10 .0 PSF DRWG ARAB GR B ENCEPt AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED ROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON 14I9 DESIGN. POSITION LY ATtACHEO PLYWOOD SHEATHING, BCHORO W BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130, 150 9 1SOA-F. DESIGN StANOAROS WITH PROPERLY AtTACHEO 81010 CEI -- SEES1A'E OF TOT.LO. 47 .0 PSF O/A LEN. 24-7-8 CONFORM W/APPLICABLE PROVISIONS OF NOS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) ROPERCORIO'SEAL ON 'HIS DRAWING APPLIES 10 THE COMPONENT OEPtCTEO HERE DRYWALL APPLICATION. FURNISH A CCHIS Q- QUR.FAC. 1 .33 IN ONLY• ANO SMALL NOT BE BELIED UPON IN ANT OTHER MAY• DESIGN TO THE TRUSS ERECTION CONOR. ," WEER--• --�-- -..._ ...--.....- .._. .__. ..... .... .M_•_.._. ..._... . ".... ,,,.••,"l' SPACING 24.0TYPE spec )b: (4-3592) LOT Z T24 24'7*8 COMNV T SPI THIS WG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUOMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 01 N : T2 2x4 SP 02 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. T3 2x4 SP #i Dense: UPLIFT (LB : 520 420 30T CHORD 2x4 SP 02 N BRG.LOC (FTI: 0.00 24.33 WEBS 2x4 SP 03 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED --------------------------------------------------------------- 4 RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS RUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (0-Gravity (-)-Uplift --------------------------------------------------------------- MMM UPLIFT MMM I MMM HANGER MNK H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860(1Od 1ply) MTS12 - -1000# I HUS26 - + 3315# -1550#(16d 1plyl) MTS12 - -2000#(2 Ell ch) i HHUS48 - + 42990 -1660#110d 2ply) MTT288 - -3786#((2 Each (10(1)1 HHUS48 - + 5180! -2000# 16(1 2ply) MTT28B - -4455#(2 Each) (16(1)1 HGUS48 - + 66401 -21990000 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -26500(16(1 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16(J 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 16'8" 7' 11"8 ---� 4X4 3x4 T3 cn X 4 3X4 T ;0 4X4 m 6 P;- 3X5 3X6 (At) 3X4 3X 3 d 3.6 5X7 21 * 24'7".8" 1 R=1332# W=3"8 R=1135# W=3"8 TAG7g4 SED: 79347 PLT. TY .-ALPINE DESIGN CRIT=TPI OTY 5 TOTAL - 5 REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEGUIRE EXTREME CARE 12/02/94 T C LL 30 .0 PSF REF 2 x I MPGR T AN T xx SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION ANO (\ , DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY 107. SEE THIS DESIGN �11�11j TC OL 7 .0 PSF GATE 12/02/94 V ^ FAILURE 10 Bu]l0 THE TRUSS IN CONFORMANCE WITH OSTBB BY 1PI. FOR AODI110NAL SPECIAL PERMANENT BRACING RE ' V� - ALPINE CMM-IEC10M ARE MADE OF 200A OALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF DRWG O A440 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M - BC LL 0 .0 PSF L JS CONNECTORS PER DRAWINGS 130. 150 0 ISOA-F. DESIGN STANDAROS WITH PROPERLY ATTACHEO RIGID CEILING -- SEE suTE of _ T 0 T.L D. 47 .0 PSF 0/A LEN. 24-7-8 CONFORM M/APPLICABLE PROVISIONS OF NDS B TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0 SEAL ON IHIS ORAW7NG APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q � DUR.FAC. 1 .33 IN ONLY. AND SMALL NOT BE RELIEO UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SPACING 2 4 " S •--1P1 - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR N000 CONSTRUC110N ��NIU�N��.� TYPE spec Ob: (4-3592) T MN V T SR THISw PREPARED FROM COMPUTER INPUT (LOADS 6 IMENSIONSSUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 N :T2 2x4 SP 02 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. : T3 2x4 SP #i Dense: UPLIFT (LB): 610 480 BOT CHORD 2x4 SP 02 N :81 2x4 SP 01 N: BRG.LOC (FT): 0.00 29.42 WEBS 2x4 SP 03 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)"Gravity (-)-Uplift ------------------- --------------------------------------- Xw* UPLIFT NRW I 1111* HANGER RWI1 H5 . -455#(Jacks Only) i HUS26 - + 27510 -1286#((10d iply) MTS12 - -10000 HUS26 . + 3315# -1550#(16d 1ply) MTS12 - -20000(2 Each HHUS48 - + 42990 -16600(IOd 2ply) MTT288 " -37860(2 Each (10d) HHUS48 - + 5180# -20000(164 2ply) MTT288 - -44550(2 Each (i6d) HGUS48 - + 66400 -21990(10d 2ply) MST60 - -468801P er 2ply) HGUS4B - + 80000 -26500(16d 2ply) CS150 -16500 Each) I HGUS5.5- +113350 -39450(164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �---- — 16'8" 13'0"8 4X4 3X4 X4 m 3X4 T3 4X4 CO e p 4x4 3X8 (A i) 1, X x 4X 1 �9 �3 —'— 3X7 a 3.6X6 N 3'7"8 26' I" 29'8"B - -I R-1570# W-3"8 R=1376# W=3"8 TA? T22 SED: 79337 PL7. TYI�.-ALPINE DESIGN CRIT-TPI OTY - i TOTAL - I REV. 17.2m SCALE -0. 1875 ALPINE ENGINEERED PRODUCTS. INC. tPUSSES REQUIRE EXTREME CARE 12/02/94 TC LL 30 . 0 PSF REF XIMPORTANTX)(SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECTION AND FAILAUAEOTOFROM BUILDTHIS T1E0TSIGN RUSS IN CONFORMANCETHESE W ITH009 EB 8 TPI. FORBRACING. ADDITIONALEE 1 SPECIAL PERMANENTTHIS BRACINGDESIGN RE ,``VVS 1 E'''� TC OL 7 .0 PSF DATE 12/02/94 UV- ALPINE CONNECTORS ARE®� NAGE Of MOA GALY. STEEL MEETtt�ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRWG M -AB OR B EXCEPT A9 NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER _ 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SMEAtNING. BOTTOM CHORD N BC LL 0.0 PSF L J S CONNECTOR$PER DRAWINGS 130. 150 C )60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T 0 T.LO. 4 7 •0 PSF O/A LEN. 29-8-8 CONFORM W/APPLICABLE PROVISIONS Of NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/90 FOP PROPER 0 R1�' N, ` SEAL ON IS DRAWING APPLtE9 10 THE COMPONENt DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q � OUR.FAC. 1 .33 IN ONLY, :NO SMALL TAi BE RELIED UPON IN AN'/OtHER WAY. DESIGN TD THE TRUSS ERECTION CONTRACTOR. INE 5f RPArTNG 24.0" TYPF spec ri 0, (4-3592) T ' HIP JACKS THIS DWG. PREPARED FROM COMPUTER NP T OADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. OT CHORD 2x4 SP 02 N UPLIFT (LB): 340 880 810 WEBS 2x4 SP 03 BRG.LOC FT): 0.00 9.90 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WINO, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) , THERE WERE 3 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BUILDING (1991 SBC) REACTION OF 323.69. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS HIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 M-Gravity (—)-Uplift ETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- xMM UPLIFT MMN I MMM HANGER MMx RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -455#(JackS Only) I HUS26 - + 2751# -5286#(10d 1ply) JST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000# 1 HUS26 - + 3315# -15500(164 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -16600(IOd 2ply) CONTRACTORS WARNING: MTT28B - -37860(2 Each (10d)I HHUS48 - + 51800 -2000#(164 2ply) HIS TRUSS IS DESIGN)r sEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT28B - -4455#(2 Each (16d)I HG�,(U1S4�Bg, + 64PpI -2199#(10d 2ply) T SPECIFIC LOCATIOUR ICL AR CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) I HtMA V �ff00#8-26500(16d 2ply) NSTALLATION TO ENS THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(160 3pIy) ---------------------------------------------- 12'8" 12 --------------------------------------------- 12'8"12 —RFFFRFNCF Hnt MFS_I tIMRFR nFTATI 4HFFT FOR UP1IFT/HANGER DETAILS 11'6"8 1.5X3 m 0 r, 4.24 0- cn -r— 2X4 (A 1) 44,.3 B' — --2,9"15 9' 10" 13 - - -- _l 4'2" 15 5'7" 14 ---� R=559# W=3"8 - 123# R=324# W=3"8 LGG Tiia SED: 79296 7. TVP.-ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL 2 REV, 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CAPE 12/02/94 T C LL 30 .0 PS F REF *IMPORTANT**SHALL MDT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND t\ DEVIATION FR001 THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN - ��11"'1j �� TC OL 7.0 PSF DATE 12/02/94 ^ \\Uv�VI►U\ FAILURE TO BUILD THE TRE RUSS 1N CONFORMANCE WITH OSTBB BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE jusUS ALPINE CONNECTORS AMADE OF FOGA GALY• STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INOICAIED. TOP - BC DL 10 .0 PSF DRWG O A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DEStGK POSITION LY ATTACHED PLYWOOD SHEATHING. Bottom CHORD M BC LL 0.0 PSF L J S CONNECTORS PER DRAWINGS M. 150 C I60A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE of _ T 0 T.L O. 47 .0 PSF o/A LEN. 9-10-13 CONFORM W/APPLICAOLE PROVISIONS OF NOS G tPi. AN ENGINEER'S ALPINE TECHNICAL UPDATE 11/1/911 FOR PROPER 0 RIO SEAL ON THIS DRAWING APPLIES TO 111E COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF 001 Q �� DUR.FAC. 1 •33 IN ONLY. AND SMALL NOT Of RELIC UPON IN ANY OTHER MAY. I oEStom TO THE TRUSS EnECTION commACTon. W--tPI - TRUSS PLATE INSTITUTE. NOS• 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD COMSIRUCIION ,'_2 n 11.1`�.` SPACING SEE ABOVE TYPE j a C k J9_0:_(4-_3_5!92) T CORNER JACKS THIS OWG. PREPARED FROM COMPUTER INPUT ADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 230 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 133.72. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -------------------------------------- + - ------- --------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT 91111 Nxx HANGER xxx H5 - -455#(Jacks Only) HUS26 2751# 1286#(fOd 1ply) CONTRACTORS WARNING: MTS12 - -1000# HUS26 33151 i550#(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000!(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -3786!(2 Each) (10d)I HHUS48 - + 5180# -2000#(160 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -44550(2 Each) (16d) HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -2650#06d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450106d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=134# W=1"8 10'6"4 Q 6 [7 fU -,-- 2X4 (A1) 4"3 B .1� �_2 5' -� R=445# W=3"8 R=44# W-1"8 PLGG SEQ: 79301 7. TYP.-AALPINEDESIGN CRIT-TPI QTY - 4 TOTAL - 4 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIPE EXTPEME CARE 12/02/94 T C LL 30 .0 PSF R E F *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AND 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICAIIONS. OR ANY BRACING. SEE HIB-9f BY TPI. SEE THIS DESIGN �`t,' INEF�Vr',"Z' �111, �,� TC DL 7 .0 PSF DATE 12/02/94 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , usALPINE CONNECTORS ARE MADE OF 20GA QALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 •0 PSF DRWG MAS GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL SE LATERALLY BRACED WITH PROPER8606 - 7�`TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORO - BC LL 0 •0 PSF LJSCONNECTORS PER DRAWINGS 130. ISO C tSOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED 01010 CEILING -- SEE ATE of TOT.LO. 47 .0 PSF O/A L E N. 5-0-0 CONFORM 9 TPI. AN EA'S ALPINE ECHNICAL TE PER SEA Or THIS DRTA"IND APPLIESCABLE O 10 THEOF U COMPONENT DEPICTEDEHERE DRYWALLT APPLICATION.AFURNISH AU COPYROF�NIS 0AIO� : DUR.FAC. 1 • 33 [NONLY, ANDSHALLNOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR....TPt . TRUSS PLATE INSTITUTE. NOS - 1991 NATIDNALDESIGN SPECIFICATION FOR WOOD CONSTRUCTtON �,,,, + SPACING 24.0" T 2 j 8 C k J , 4— TCORNER JACKS THIS DWG PREPARED FROM COMPUTER INPUT LOADS 6 IMENSIONS SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 220 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSP TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 37.23. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+).Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT Mxx I Mxx HANGER MMM H5 455#,(Jacks Only) I HUS26 - + 2751E -12860 lOd 1ply) CONTRACTORS WARNING: MTS12 - -1000#, HUS26 - + 33150 -1550#,(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 2000#,(2 Each HHUS48 - + 42990 -1660#,(I0d 2pIy) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -3786#,(2 Each) (SOd) HHUS48 - + 51800 -2000#,(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -4455#,(2 Each) (16d))I HGUS48 - + 6640#, -2199#,(fOd 2ply) MST60 - -4688#,(Per 2ply) 1 HGUS48 - + 8000#, -26500 16d 2ply) CS150 - -1650#,(Each) I HGUS5.5- +11335#, -3945#, 160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1'18 6"4 m 0 —r— 2X4 (A 1) 41'3 8 2 `-+ 3 R=384# W=3"8 R-140 W=1"8 TA? TSED: 79304 PL7. TYP.112-ALPINE OESIGN CRIT-TPI QTY = 6 TOTAL - 6 REV, 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC, TRUSSES REGUIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF AEF t *IMPORTANT**SMALL NOT BE RESPONSIBLE FDR ANYWARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS OEStGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �AIVSS �'�� TC OL 7 .0 PSF DATE 12/02/94 �L FAILURE FO BUILD THE TRUSS IN CONFORMANCE MITN OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - -ALPINE CONNECTORS APE MADE OF 200A GALY. STEEL MEETING ASTM OUIRENENTS. UNLESS OTHERWISE INDICATED. TOP - BC OL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL SE LATERALLY BRACEO WITH PROPER 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x BC LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 .0 PSF 0/A LEN 3-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER Z Q Atp* P ` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q DUA.FAC. 1 .33 IN ONLY. AND SKULL NOT SE RELIED UPON IN ANY OTHER.-MAY... -- -_- ._-- �'"........R ti .1_00:J4-359a) LOT CORNER JACKS THIS OWG PREPARED FROM COMPUTER INPUT LOADS & O M N NS _SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N xxWARNINGxx AN UPLIFT REACTION OF -2280 OCCURED ON A BOT CHORD 2x4 SP 02 N NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED: WEBS 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS Al BEARINGS AS INDICATED. UPLIFT (LB): 270 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON 10,00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED 10 THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity H-Uplift CONTRACTORS WARNING: --------------------------------------------------------------- THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS x11■ UPLIFT NNW xxx HANGER NNW AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING H5 - -4550(JaCks Only) I HUS26 - + 27510 -12860(10d 1ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTS12 - -10000 ( HUS26 - + 33150 -i5500(16d ]ply) MTS12 - -20000(2 Each ) HHUS48 - + 42990 -16600(10d 2ply) MTT28B - -37860(2 Each (10d)I HHUS48 - + 51800 -200o# 16d 2ply) MTT28B - -44550(2 EaCh) 16d)) HGUS48 - + 66400 -21991 10d 2ply) MST60 - -46880(Per 2ply) HGUS48 - + 80000 -26500(16d 2ply) CS15O - :1650#(E ch) I HGUS5.5- +113350 -39450 16d 3ply) -- ------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 8'6"4 T 2X4'(A1) 10 3 4"3 8' .1 2 R=505; W=3"8 R--228#-80#"8-i"8 TAG T41 SED: 79308 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY i 6 TOTAL = 6 REV. 17,2m SCALE -0.5000 ALPINE ENGINEERED PRODUCT& INC. ]PUSSES AEOVIRE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF t IMPORTANT**SHALL NGT BE RESPONSIBLE FDA ANY ARNING IN HANDLING, ERECTION AND (i - ` s TC OL 7 . 0 PSF DATE 12/02/94 \�w,"�_ EYIATtQN FROM tNt3 OESIGM OA ]NESE 9PECIF1CAiI0N3. OR ANY BRACING. SfE Nl8-91 SY iP}, SEf 1019 DESIGN e �[� AILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT OnACING RE115\\ LPINE COMNEC 10A9 AAE 040E OF 20GA GALY. S1Efl MEEi}NO ASTM QUIRENENt3. WilES9 OfNERNt3E INDICAIED, tOP - 8C OL 10 0 PSF ORWG \\\V�l, A 46 GA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 TAUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130, 150 C t60A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RTO10 CEILING -- SEE STATE OF _ TOT.LD. 47 .0 PSF 0/A LEN. 1-0-0 COTFORN N/APPLtCABLf PROVISIONS OF AOS C iP1. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER C RIO U' P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 OUR.F AC. 1 . 33 IN ONLY,AND SHALL NOT BE AEI IED WON IN ANY OTHER MAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR, INEER`'.`� 2--TPI - TRUSS PLATE INSTITUTE, NOS- 1291 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ''��1 n 1��` SPACING 24.0" TYPE e j a c k )-QW..14-3592) T End Jack THIS PREPARED_FROM COMPUTER INPUT (LOADS 6 DIMENSIONS UBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT (LB): 260 200 200 WEBS 2x4 SP 12 N BRG.LOC (FT): 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 212.01. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xWx UPLIFT XxN I NMW HANGER MWN H5 - -4550((Jacks 2 Each)Only) I HUS26 - + 27510 -12861(10d iply) ATISPECIFICILOCATIONS. PARTICULARAR OCARESISPADVISEDRT IDURING NAL LOADS MTS1MTT288 - -307861(2 Each) (10d)l HHUS48 - + 51801 -20001(i6d 24299# -1660# 10d ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -44551(2 Each) (16d)I HGUS48 - + 6640E -21991(10d 2ply) MST60 - -46881(Per 2ply) ) HGUS48 - + 80001 -26501116d 2ply) CSISO - -16501 Each) HGUS5.5- +113351 -39451 16d 3ply) --------------------------------------------------------------- RWEFVN $HOLME$LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS W. ,411 fh O 6 �. 2X4 (A 1) 4'3 B' �2' 7, —I R=526# W=3"B R=73# W=1"B TAY - T40 SED: 79299 PL7. TYP.-ALP NE DESIGN CRIT=TPI OTY - 5 TOTAL 5 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PPOOUCTS, INC. TRUSSES REOUIPE EXTREME CAPE 12/02/94 T C LL 30 .0 PSF R E F *IMPORTANT*X SHALL NOT BE RESPONIt BLE FDR ANY WARNING IN HANDLING, ERECTION AND 7 PSF DATE 12/02/94 ^ \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HtB-91 BY 7P 1. SEE THIS DESIGN _ � u611f':,, TC DL FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GStS0 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ , v ALPINE CONNEC1pRS ARE MADE Of 200A OAIY. STEEL MEETING AStM OUIREMEH13. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG O AA46 iR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATEPALLT BRACED WITH PROPER -- 5606 TRUSS (MESS OTHERWISE LOCATED ON THIS OESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130. 150 L ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED R101D CEILING -- SEE STATE OF j O T.LD. 47 .0 PSF D A LEN. 7-0-0 CONFORM /APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER (ORI P ` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS .' Q � DUR.FAC. 1 . 33 IN ONLY. AND SMALL Not BE PEELED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE ��` 1--TPI - TRUSS PLATE INSTITUTE. NOS" 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION '�`Iri�i�„, SPACING 2 4.0 TYPE e j a c k a — Jo 4-35 T 4'8* HIP JACK THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N NNWARNINGNN AN UPLIFT REACTION OF -2940 OCCURED ON A BOT CHORD 2x4 SP 02 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP #3 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 300 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 6.60 6.60 REACTION OF 602.18. TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 04-08-00 ENCLOSED BUILDING (1991 SBC) SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. (+)_Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- NNN UPLIFT NNN NNN HANGER NNN CONTRACTORS WARNING: H5 - -455#(Jacks Only) HUS26 - + 27511 -12860(fOd 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS1 -1000: HUS26 - + 33150 -15500816d !ply) AT SPECIFIC LOCATIONS 1 ICULAR CARE IS ADVISED DURING MTS18 2gno r. �(y 1 HHUS48 - + 42990 -i660000d 2ply) INSTALLATION TO ENS Ern THIS TRUSS IS ERECTED PROPERLY. MTT28 -3 86!12 ach) (10d)I HHUS48 - + 5180! -20000(16d 2ply) MTT288 - -44550(2 Each) (16d) HGUS48 - + 66400 -2199/(10d 2ply) 9'5"2 MST60 -46880(P r 2ply) HGUS48 - + 80000 -26500(16d 2ply) (� - - Ch) HGUS5.5- +113350 -3945! 16d 3ply) REFERENCE HOLMES UMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �----- 6'7"3 — m� 1.5X3 12.4.8 m m 4,24 p N T 2X4 (A I 4'3 10' 1 .5X3 �- --2.9„15 -�-- 6'7"3 - 3-91-4 '7"33.9"4 ----1----2'9" 15 --I R=449# W=4"15 - 128# R=602# W=3"8 22 SED: 79311 PLT, TY .-ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL - 1 REV. 17.2m SCALE -0.5000 ALPINE ENGINEEPEO PPOOUCtS. INC. tRUSSES PEOUIRE EXTREME CARE 12/02/94 T C LL 30 .0 PSF REF XIMPORTANT**'HALL NDN BE RESPONe1BLE FDP ANY WARNING IN HANDLING, ERECTION AND t OEYIAtIDN FROM THIS OE'IGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN - �T1Us"e �i� TC OL 7 .0 PSF DATE 12/02/94 n FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALY, STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 P SF DRWG M06AAA6 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 08 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W B C LL 0 .0 PS F L J S CONNECTORS PER DRAWINGS 130, t50 t 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE STATE OF T O T.L D. 47 .0 PSF O/A LEN. 6-7-3 CONFORM N/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 12/1/911 FOR PROPER caRIO* P: 1 . 33 SEAL ON tN76 CRANING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPT OF THIS CI• Q'� DUR.FAC. IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEt^-`� ` N--?P] • TRUE!PLATE INSTITUTE. NDS 1991M DESIGN SPECIFICATION FOR"000 CONSTRUCTION _ �..i„��` , SPACING S E E ABOVE TYPE j a C k Ik J 4- 4'8' End JaCk THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB�: 310 200 200 WEBS 2x4 SP 02 N - BRG.LOC (FTI: 0.00 4.67 4.67 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED 100.00 MPH, MEAN HEIGHT - 15.00 FT. ENCLOSED THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM --------------------------------------------------------------- REACTION OF 119.56. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -------------------(+)_Grav i t y (-)-Uplift--------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MMM UPLIFT Mxx I MMM HANGER MMx H5 455#(Jacks Only) I HUS26 - + 2751# -12860(10d 1ply) CONTRACTORS WARNING: MTS12 - -1000# 1 HUS26 - + 3315f -1550#(16d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -20000(2 Each)) I HHUS48 - + 4299E -1660#(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -3786#(2 EaCh) (SOd)I HHUS48 - + 5180# -2000#(164 2p1y1 INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -4455#(2 Each) (16d)1 HGUS48 - + 66400 -2199#(10d 2oly) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 800011 -2650#(16d 2ply) CS150 1650#(Each) I HGUS5.5- +113350 -39450(164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=120# W=1"8 12'4"4 m 0, B iu 2X4 (A1) 10, 4'B" R=433# W=3"8 R=39# W=i"8 PLT.aTYPS-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL- i REV, 17.2m SCAALE7-0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES AEOUIPE EXTREME CARE 12/02/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND '\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HtB-91 BY TPI. SEE THIS DESIGN ��T�'1s"�� TC DL 7 .0 PSF DATE 12/02/94 ^ \\Uva-►,\\! FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING MEETING10. RE - �US ALPINE CONNECTORS ARE MAGE OF 20GA GAIY. STEEL MEETING ASTM OUIgEMENTI. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF ORWG A446 OR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOttOM CHORD 5606M BC LL 0 .0 PSF L J S CONNECTORS PER DRAWINGS 130. 190 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T 0 T.L 0. 47 .0 PSF Q Q LEN. 4-8-0 CONFORM M/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE U/1/911 FOR PROPER 0 RLQ* p'` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS .� �. Q '� DUR.FAC. 1 . 33 IN ONLY. AND SHALL NOT BE RELIEO UPON IN ANY OTHER MAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. � INE!f',." W--TPI - TRUSS PLATE INSTITUTE, NOS - 5921 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION N '..� �� S PACING 24.0" TYPE e j a C k ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98 . 1 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 11.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.88 IX-------------------- I 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- I 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder AddressSignature-0. Date: City/Zip jcf Cc'�'Dez/"G(o 1 -1l /(p Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 107 SELVA LINKSIDE BUILDER: CENTEX AND ADDRESS: 1629 LINKSIDE DRIVE PERMITTING ICLIMATE ATLANTIC BEACH,FL 32 OFFICE: ATLANTIC BEA ZONE: 11_I 2I_I 31_I OWNER: CENTEX PERMIT N0. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1344 .00 6. Predominant eave overhang (ft. ) 6. 1 .00 7. Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 138.90sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 147 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 944 .00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 149.00sgft 11.Ceiling type area and insulation: a. Under attic ( Insulation R-value) lla.R=30.00 , 1344 .00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0 .88 16.Hot Water Credits: (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19 . 98.06 a. Total As-Built points 19a. 26080.76 b. Total Base points 19b. 26597 .96 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed /�,, h this building will be inspected for PREPARED BY: J . Ale compliance in accordance with Section DATE: 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: J , BUILDING OFFICIAL:.. DATE: DATE: 7-�_ �,Y- Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 107 SELVA LINKSIDE BUILDER: CENTEX AND ADDRESS: 1629 LINKSIDE DRIVE PERMITTING ICLIMATE ATLANTIC BEACH,FL 32 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 1. New construction or addition 1 . New Construction CK 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4. If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq. ft. ) 5. 1344 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7. Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 138.90sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 147 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame ( Insulation R-value) 10a-2 R=11.00, 944 .00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=11 .00, 149.00sgft 11.Ceiling type area and insulation: a. Under attic ( Insulation R-value) lla.R=30 .00 , 1344.00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14.Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric 16.Hot Water Credits: (HR-Heat Recovery, 16. EF: 0.88 DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 98.06 a. Total As-Built points 19a. 26080.76 b. Total Base points 19b. 26597.96 ------------------------------------------------------------------------------- - --------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: ). 4,11, K'0 0 -7 P compliance in accordance with Section DATE: 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: F £y) ✓1 e_y BUILDING OFFICIAL: DATE: DATE: y- - 5's- ******************************************************************************* SUMMER CALCULATIONS ******************************************************************************* BASE __= I =_= AS-BUILT ---------------------------------- GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 80.40 65 . 8 5290.3 DBL CLR N 15.0 38.3 .94 537.2 DBL CLR N 42 .0 38. 3 .94 1504 .0 DBL CLR N 11.7 38.3 .94 419.0 DBL CLR N 11 . 7 38.3 .94 419.0 E 9. 00 65. 8 592 .2 DBL CLR E 9.0 79.7 .94 677 .8 S 28.50 65.8 1875.3 DBL CLR S 24 .0 66.2 .90 1432.6 DBL CLR S 4 .5 66.2 .90 268.6 W 21.00 65 . 8 1381.8 DBL CLR W 15.0 79.7 .94 1129.7 DBL CLR W 6 .0 79.7 .94 451.9 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1, 344 .00 138.90 1.451 9, 139.62 13,265.28 1 6,839.83 --------------- NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 944 .0 .9 849. 6 Ext Wood Frame 11.0 944 .0 1.70 1604 .8 Adj 149.0 . 7 104 . 3 Adj Wood Frame 11 .0 149.0 .70 104 .3 DOORS---------------- Ext 21.0 6. 1 128. 1 Ext Insulated 21.0 4. 10 86. 1 Adj 18.8 2 .4 45. 1 Adj Wood 18.8 2.40 45. 1 CEILINGS------------- UA 1344 .0 .6 806.4 Under Attic 30.0 1344 .0 .60 806.4 FLOORS--------------- Slb 147 .0 -37 .0 -5439.0 Slab-on-Grade .0 147 .0 -41.20 -6056.4 INFILTRATION--------- 1344 .0 8.0 10752 .0 Practice #2 1344 .0 8.00 10752 .0 -------------- TOTAL SUMMER POINTS I 20,511 . 80 14, 182 . 15 --------------------------------------- TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 20,511. 80 .37 7,589.37 1 14, 182 . 15 1.00 1. 100 .340 .860 4,561.55 ******************************************************************************* WINTER CALCULATIONS BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 80.40 -10.6 -852 .2 DBL CLR N 15.0 7 . 3 1. 10 120. 1 DBL CLR N 42 .0 7 . 3 1. 10 336.2 DBL CLR N 11.7 7 .3 1. 10 93.7 DBL CLR N 11.7 7 .3 1. 10 93.7 E 9. 00 -10.6 -95.4 DBL CLR E 9.0 -9.2 .84 -69.3 S 28.50 -10.6 -302 . 1 DBL CLR S 24 .0 -28 .4 .96 -652. 1 DBL CLR S 4 .5 -28.4 .96 -122.3 W 21.00 -10. 6 -222 .6 DBL CLR W 15.0 -9.2 .84 -115.5 DBL CLR W 6.0 -9.2 .84 -46.2 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,344 .00 138.90 1.451 -1,472. 34 -2, 136.96 -361.59 ------------------------- NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 944 . 0 2 .2 2076.8 Ext Wood Frame 11 .0 944 .0 3.70 3492 .8 Adj 149.0 3.6 536.4 Adj Wood Frame 11.0 149.0 3.60 536.4 DOORS---------------- Ext 21 .0 12 .3 258. 3 Ext Insulated 21.0 8.40 176.4 Adj 18.8 11 .5 216.2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 1344 .0 1 .2 1612 .8 Under Attic 30.0 1344 .0 1 .20 1612 .8 FLOORS--------------- Slb 147 .0 8.9 1308 . 3 Slab-on-Grade .0 147 .0 18.80 2763.6 INFILTRATION--------- 1344 .0 7 .4 9945.6 Practice #2 1344 .0 7 .40 9945.6 ----------------------------- TOTAL WINTER POINTS I 13, 817 .44 18,382.21 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 13,817.44 .55 7,599.59 1 18, 382 .21 1.00 1. 100 .500 1.000 10, 110.22 ******************************************************************************* WATER HEATING ******************************************************************************* BASE -__ { __= AS-BUILT NUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409.00 { 40 .88 1.000 3803.0 1.00 11,409.00 SUMMARY ******************************************************************************* BASE ___ { __= AS-BUILT COOLING - -HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS I POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 7589 .4 7599 .6 11409 .0 26,597 .96 { 4561 .5 10110.2 11409.0 26,080.76 ***************** * EPI = 98.06 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98. 1 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30. 0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 11.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10. 0 IX-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6. 8 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.88 IX-------------------- I 0.54 0.90 GasEF. . . . . . . . . . . . . . 0.00 I --------------------- 1 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address:4e4,�,96 50 4,4k �� . S . Signature:`L"V.e� Date: �P -alo es city/Zip=3r-r- Csaa,�-,'/1P IL Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SERIAL # 5411 * RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME : 107 SL ADDRESS CITY OWNER BUILDER (!�o�� / Conditioned Floor Area : 1344 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 .3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 20515.78 STRUCTURE SENSIBLE 9713.939 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 13893.94 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1025 .79 DUCT GAIN 1689.39 TOTAL LOSS/BTUH 21541.57 TOTAL SENSIBLE 18583.33 TOTAL LATENT 12020.99 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4308.31 20% SENS.OVRSZE FTR: 3716.67 ACTUAL + 20% OVERSIZE: 25849. 88 ISENS. + 20% OVERSIZE: 22300.00 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 6.00 174 .00 276.00 East Double Clr Drapes/Blinds 1 9.00 261.00 414 .00 South Double Clr Drapes/Blinds 1 24 .00 696.00 600.00 North Double Clr Drapes/Blinds 1 15.00 435.00 240.00 North Double Clr Drapes/Blinds 1 42 .00 1218. 00 672.00 North Double Clr Drapes/Blinds 1 11. 70 339. 30 187 .20 North Double Clr Drapes/Blinds 1 11 .70 339. 30 187 .20 South Double Clr Drapes/Blinds 1 4 .50 130.50 112 .50 Infiltration : Winter Htm ( 29.4 ) x 138.90 4083.66 Infiltration : Summer Htm ( 7 .74 ) x 138.90 1075.09 --------- --------- --------- Window Frame : Metal SUBTOTALS: 138.90 8111 .76 4453.99 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 944 .00 3398.40 2360.00 Wood Stud - Adj . 11 149.00 536.40 253.30 --------- --------- --------- SUBTOTALS: 1093.00 3934 .80 2613.30 D0 0 R S---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 21 .00 371.70 109.20 Solid Core/Wood - Adj . 0 18.80 417. 36 78.96 Infiltration :Winter Htm( 29.4 ) x 39.80 1170. 12 Infiltration :Summer Htm( 7 .74 ) x 39.80 308.05 --------- --------- --------- SUBTOTALS: 39.80 1959. 18 496.21 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1344.00 1747 .20 2150.40 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 147 .00 Lin.Ft. 4762 .80 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 20515.78 16893.94 ------------------------------------------------------------------------------- cc n (12.7) 50.00' (12.6) s89'26'00"w s w c N O 3 < O V W Li 0.50 0 2 PATIO — c 12'x12' 12.50: A37.00 a` LL co <M 4 x Li v o a 3703 w c F.F. ELEV. w W C = 13.8 �, ~ A c W 11.00' v Q n89'26'00"e 11.00' v 89'26'00"e — 0 1� 3 r W O QW (N 2 o4 w v 16.67 0� �� v s - 0 oc 0 OR Q 7.17 1.50 Z �— w L (A 1600 1 •5• EA.�ESMT w 111 w 50.00' v N O ok (,4 s89'26'0o"w (11.6) p,PE PROo�N°F�\GC 22' FLAIR LINKSIDE DRIVE N . LL MAP SHOWING BOUNDARY SURVEY OF /0Z0 r 4e _,&_40!Q� AS SHOWN ON MAP OF & ielxll AS RECORDED IN PLAT BQOK_ !f7 PAI3ES 00-A OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. NOTE; BEARINGS SHOWN HEREON! ARE BASED ON THE ABOVE MENTIONED T. 0A LZAA Er PfLti4r/orri -- (P� -0"7 Ge ( ao-eKnx Cke/Wle,44 RVI.owriA4 Cd,*�? k 040 A&AVAZIM4 NAMA0094 rrrZz 1MJt40AX1ee CD. BA,pT 0, SECrMV ae, MNV541,60 c" SO4I7,41 A),9AAFS a'9 4TA57" Aftnft USA 24' This epprovel rMEl1 oppon him L oning, ou IvlsIon and O [*"I lend t1�` N opprovvcloi hsuMnoi of with Fbrms Cafe end oN &POND" Q,4 wi'� SFedwW r of r�:� X2.8 `,• k tfiAdN f fa a e y \ �„ l•b7O�4Y 3ltIG'CG �o. � � tal»: — ! o� /4409 3 w fle OZE .7 /)J.00 ,� i • , W � �. �, 4444?,� •..� © E v �'4� r .`JC�•CjO� •LB.GP19 Ye �/Q�??'/•/ !sa•Ril��rr or xxy) Lot Coverage Summary for: Current and Proposed Addition to 1629 Linkside Dr.N. Atlantic Beach, FL 32233 Part of the SELVA LINKSIDE PLANNED UNIT DEVELOPMENT Existing Lot Size: 50' X 100' or 5,000 Square Feet Existing Coverage: House - 1,986 sf Rear Patio - 144 sf Front patio & Driveway- 749 sf Total Existing- 2,8 79 sf Proposed Addition: Addition- 528 sf Existing Patio Credit- <144 sf> Total(Net)Addition - 384 sf New Proposed Totals: Existing- 2,879 sf Proposed Addition- 384 sf Total- 3,263 sf EID...--- -'''' 4IF A1 i.ANrir AC" ' CITY OF ATLANTIC BEACH BtjI!_DING r "_' BUILDING PERMIT APPLICATION MaYoo� I (Alterations & Additions) 'CJI;}S) BY: y Date: �.. Job Address: / L 4 r n cs r / � �""I�`1-1 e4.4,n c. �3 c 4 F/v,CL�_ 32,223 Owner of Property: Tan 2T 7- l (cc i o t'-r/ Address: /GL 9 A? L l�,i. -Z, / n,9 ti7rL /&'ac�,FL Telephone: 90 11) � y/-`/7 G�✓ Legal Description: Block Number: Lot Number: D /v Zoning District: Sewn 1.14 �c IQ c�t� 2 Contractor: ✓ (bum e ��,i�C�i c� State License Number: C.:Q C. Qt¢O(3� Contractor Address: © (��x ��OC)�dC� LCQ c� Telephone: 904- '910-0(0`` 0 Fax: �04 - A T� Describe propos;d use and work to be done: 2 t �_L 'w. �,)Cs cJ /►lc140 - LOAui,74 Q- 4, 44126(+ S41Azk It- Present use of land or building(s): PeS ir�22ti�,c�Y Valuation of proposed construction: What are the dimensions of the added space: f feet x 2 feet Will the added area be heated and cooled? kf.,S New electrical or increase in service? ? Add plumbing fixtures?�_ Add f eplace? Add heating/air conditioning? Is approval of Homeowner's Association or other private entity required? ✓ If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to the original impervious area or the removal of any trees? ❑NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. 9116S. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. Lj✓ NO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as apiwoyriatW. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required,written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Page 2 Revised 8/04 000 'if w� lit 1(f �Z�,�'� FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Sf$00 -01 Residential Limited Applications Prescriptive Method C NORTH 1 2, 3 lllZftwa�Ronovstlons iii 8ullding Systems Cartprwtibs wih►Ia W.0 d C MpW 8 d to Fbtirfa Frwpy EAldancy t?oda,may ba*v shied by ft ua of Form 60llU1 la addws of wo t twsrs bel or lest,tile-hst&W=rpatents d menAa uW hom,aro ranovteona b ' and` d t a e00Ja01. PROJECT NAME: aaaa BUILDER: :ANO ADDRESS: ING CLIMATE OFFICE: __ ZONE: 1 ❑( 2 [ 3 [7 OWNER (� '� Q p C ` PERMIT NO. �� JURISDICTION NO.: ';WL ADJI TICNS TO EXISTING RES10ENCES(600Sgvn tees a PrescroWs regtrremous in Tablos 6C-I,6C•2 and 6C-3 apply oily b the wmponents of vie addbo iat a M&axsmg arldrg :w4 rna erg,ceofrg,end wsler haatiN oquo7wt of barcy levels nal to mat or ly when oq*rwt!it hs to led spedrically lo serve the addWn or is being hsfalW in=jv%:t w wish o>e ukkw oorestrww. Car porw's Ae an r:g uPw 46o w spaces trim 04ww spaces not meet Ile preaortbed ffk*An hwlatlort sues,RENOVATIONS(Readenlal buldiVs wd�reravatioru costing rrae 1w 30%of ft asaE5ae0 vane w v awry).Pmjo0A regUrermts in Tables 6C-I ud 6C-2 apply sty to to wrrponentt and oq*rery being rer>onw or repkoed.MANUFACTURED HOMES AND BUILDINGS.Or*vw4 stallad wnpa:ents ane iearues ve wmv by tt%lam BULOWG SYSTEMS Coolly when axr osle new system if in;Wed, Please leasa Print CK 1. Renovation, Addition, New System or Manufactured Home 1. / 1` � 2, Single family detached or Multifamily attached 2. 3. If Multifamily-No. of units covered by this submission 3. _ 4. Conditioned floor area (sq. ft.) 4. 5. Predominant eave overhang (ft,) 5. _ 6. Glass area and type:. Single Pane Double Pane a. Clear glass 6a. sq. ft, sq. ti. b. Tint, film or solar screen 6b. sq. ft. sq. h. 7, Percentage of glass to floor area 7. % 8. Floor type and insulation: a. Slab-on-grade (R-value) 8a. R= lin. h b. Wood, raised (R-value) 8b. R= -_-:_- sq. h. c. Wood, common (R-value) 8c. R= sq h. ______-.-- d. Concrete, raised (R-value) 8d. R= _- sq. ft. e. Concrete, common (R-value) 8e. R= sq. h. 9. Wall type and Insulation. a. Exterior: 1.I Masonry (Insulation R-value) 9a-1 R= ,sq. ft. 2. Wood frame (Insulation R-value) 9a-2 R= q. ft. _ b, Adjacent; 1. Masonry (Insulation R-value) 9b-1 R= sq. ft. _ 2. Wood frame (insulation R-value) 9b-2 R= sq. M. c. Marriage Walls of Multiple Units* (Yes/No) 9c 10. Ceiling type and Insulation: a. Under attic (Insulation R-value) 10a. R= sq. ft. b. Single assembly (Insulation R-value) 10b. R= _ sq. ft. 11. Cooling system, -- (Types:central, room unit, package terminal A.C., gas, existing, none) 11. Type: SEER/EER: 12. Heating system': (Types: heat pump,elec.strip,natural gas,L.P.gas, 12. Type: _ gas h.p.,room or PTAC,existing,none) HSPF/COP/AF ' 13. Air Distribution System*: a. Backflow damper or single package systems, (Yes/No) 13a. b. Ducts on marriage walls adequately sealed' (Yes/No) 13b. ~! 14. Hot water system: 14. Type: (Types: elec.,natural gas,other,existing,none) EF: • Pe/tains to manufactured homes with site installed components, I nareby cerlil that the lens and specifications cover by' culatlon are In Review d plan and tpedficaffona covered by this cafculat;on hdicales oxnpGance compliance wl�E� `�LA .� A �- with ct Florida Entergy Code. Wore construction sban le completed,this txrilding vert be PREPARED ev: T� �� , Inspected for txxnpiartce In aocordartce with section 553.908,F.S. hereby certify that this buiid(ng(s to compl(ar>ce with a FloKa netrrgy Code, euruDwa oFFtcIAL• _ OWNER AGENT: DATE: DAM -- -1 - TABLE 6G 1: PRE!C%FTNE REOUIREMEl FOR SMALL ADDrrM(600 Sq R.and Lassa RWYATO S TO EXISTING BUI DNOS AND SM-INSTALLED COMPONENTS OF MANUFACTUtitl WMES, MINIMUM INSULATION MINIMUM INSTALLED COMPONENT INSULATION INSTALLED EOUIPMENT EMCIENCY EFFICIENCY Concrete Block R-7 Central A/C S R = 10.0 SEER = J Frame,2'x 4' R-11 ngle Pkg. S ER - 9.7 SEER = Frame,2'x 6' R•19 a Common, Frame R-1 t Room unit o PTAC ER - 8 EER = 3 - Common, Masonry R-3 _ Elect71ural�r lance ANY Under Attic R 30 Heat Split SPF = 6.6 HSP = _ --. L Single Assembly: Enclosed Frame R-19 Single Pkg. SPF 6.6 HSP Metal Pans R-13 _ _.�. RoorPTHP COP = 2.7' HSPF. Single Assembly,Open R-10 __ COP Common, Frame R-11 a N Gas, propane AFU = 8 FUE S1 grade No Minimum __ _ Raised Wood R-19 Fuel AF E 78 AF X Raised Concrete R-7 Common, Frame R-11 cc Flet is Resis race EF = 88 EF g a Ga Natural o /`EF = .54 EF = In unconditioned space P6 3 n conditioned space No minimum Fu I Oil EF 54 EF = See TabN 6.3,0.7 TABLE - '-PRE CgIPTIVE REQUIREMENTSIN A2=ONS ONLY Maximum percentage glass;to floor area allowed Is selected by type,overhang lerxith,and solar heat gain ooef iclent. Maximum%= Installed% C1 i GLASS TYPE,OVERHANG,AND SOUR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAG D UP TO 20% UP TO 30% UP TO 401/6 UP TO 50% -Single Double Single Double Single Double Sl Double I 87 0'- .78 2'- .87 1'78 2'- .78 3'- .78 0 75 1'- .75 0' .61 NOT 1'- .61 NOT 2 - .61 0'- .57 ALLOWED 0•- ,44 ALLOWED 1 44 0 35 Gei cenitleo SHGC from the manufacturer or use defaults: Single clear SHGC= .87,double clear SHGC= 78,and single tint SHGC = .75 t TABLE 6C-3 I MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS - Tl REQUIREMENTS CHE K _Exterlor J21nts 6 Cracks .1 To W caulked,oasketed,weather-stripped or otherwise sealed. }- Exterior Windows 3 Doors 606.1 Max 0.3 cfm/sq.ft window area; .5 cfm/sq.fi.door area. Sols 3 Top Plat" 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. -- Recessed LI htin 606.1 Type IC rated with no penetrations two altematfves allowed). Multi-story Houses 606.1 Air barrier on perimeter of floor cavity between floors. Exhaust Fens 606.1 Exhaust fans vented to unconditioned space shall have dampers,except for combustion devices with Integral exhaust ductwork. Combustion 606.1 Combustion space and water heating systems must be provided with outside combustion air, _ Hestinaexcept for direct Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearty marked circuit breaker(electhc) I or cutoff(cas)must be provided. ExtemaJ or built-in heat trap recuired for vertical pige neem Swimming 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a C, Pools &Spaspump timer. Gas spa 3 pool heaters must have minimum thermal efficiency of 78%. - --i-�__ Hot Water Pres 612.1 Insulation is required for hot water circulating systems(including heat recovery units). 7i Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. HVAC Duct 610.1 All ducts, fittings,mechanical equipment and plenum chambers shall be mechanically attached, i Construction, ( sealed, insulated and installed in accordance with the criteria of Section 610.1, Ducts in attics must be Insulation 3 Installation i insulated to a minimum of R-6, HVAC Controls 607 1 Separate readily accessible manual or automatic thermostat for each system L/ 'iEt.ERA1>RECTIONS, On Tap,6G I Micate he R-vau d rte ruulatiat bertq added to each eonportent and he Oberxy levels of he equipment being hstaled.AI R-vakres and effbiwtcies installed rrtust meet a exceed Iry rmmurn slues'sari: ;xnpatenta am equprrtert naft being added nor renovated may be le8 blank 2 ADOI W WY.Delemine ha Wo nage of new glass to cortdfaned Boor ares h the addition as blows.Total the areas of al On whdows,skbV glass doors and glass door panels.DWA he area of all nal-vertcal roe Bass arid add i b he vvAo s total.IMten glass in existing exterior walk B*V rentwed or ertdosed by Bre addition,an amotrrl equal to he tole)ares of this glass may be%Aacfed from he total plass ares.Divide he adjusted 4aw res bbl�y N miJbbmW floor area of he additiat kklAgly by 100 to gat he pm il.And Ifs largest on percarttape trader which yrxr cahliated prsceriape fats on Table 6G2 Presa"we q'w try he type d glass (Sro a Douala pane)and Its werft N(OM pitied with a soler Mat gm coeliderlt(SHGC).For a giaen plass My and vAvN top,he mk*Tw solar heat geh coeficiers allowed is sped lied.Actial glass wndows and doss �xaM h f e axm io rats d he house and txitg reistalad h rte rtd6tion do rad thaw to wryly wih tw ovaftarq artd tarot heat gah me4dertt regiertwks m Tads 8C-2 N new glass h he addiort rnat meet he mq rerrai a we of N opM n rte glass percerdage category you ndreated.The oaertn N(Ohl)distance is meawed perpertQ Usrfy ken he lace of the glass b a pairs ora*order the oulermost edge of he"hang. ;MYAT10NS CNL Y.Replacarrertt glass meads b meet th ldowN reWiernertts.Arty glass type and solar heat gain ooeMdW maybe used br glass areas wtich are under atleast a bo fad vmt aN and wftose bw w Boge >xs ray exe tomer hen 8 feel Iran hs gm t&V,Glass areas berg renovated that do not meal tis ellen mel be elf w single-Ww tinled,da biegam dear or dable-pane trued. 3l),OWC SYSTEMS C rrgy when new system is installed to system hstalled. ampew ce viarreceo requested W he by half d page 1. e worrum ReWiremerits for Srrel Ad ftm and Nmam'.Table 6G3,and dteck aI appkcable dens. ;;: sq arc nate trte'OwneaAgenf oerttalim saarAmerti on page 1. _2_ Doerr, Sonya From: Doerr, Sonya Sent: Friday, June 24, 2005 9:08 AM To: Carper, Rick Subject: 1629 N. Linkside Drive (05-30643) Rick- This permit application for a room addition is coming your way. This is the one we talked about in Selva Linkside. Owner is Janet Pellicciotti. I'm not real sure what to do with it. The proposed addition is only 528 square feet, and 144 of that was existing patio, making for a net ISA addition of 384 sf. I'm not opposed to approving it since it is in a PUD approved prior to the 50% ISA, and in a project that has its own stormwater system. ...and I'm not sure we could prevail legally. If we deny it, she is not going to go away quietly, and I'm not sure its worth the battle on this one, unless you think there are actually adverse stormwater impacts. Your call. We need to address this in next round of changes to Chapter 24, for sure though. Sonya 1 Map Output Page 1 of 1 JAXGIS Property Information r' e, v E'9; x LL r° k lc (C)2Dd2 #y 1 �,.amu:� � .:• . .,,-��r, ., • Total lotMap Flood Evacuation E# Name Address Value Acres Book Panel Legal Descriptions one LandUse Zoning NT one 1633 7-85 17-2S- HARE LINKSIDE DR 8294 9E SID Not d 172374 6140 MARION V B/E N 04775 .12 187 556A1 LOT 10 LINKSIDE UNIT 02 Flood AT 2 32233 LOT 108 one EX E 11 FT OF S 37FT, http://maps2.coj.net/WEBSITE/DuvalMAps/toolbar.asp 7/13/2005 JUN-30-2005 1 n APPLICATION FOR. WAIVER FROM A PROVISION OF THE LAND DEVELOPMENT REGULATIONS City of Atlantic Beach . 800 Seminole Road •Atlantic Beach,Florida 32233 Phone: (904)247-5826 . FAX (904)247-5845 - http://www.coab.us Date ?� �S File No. Receipt �v X10 Section 24-46 (d) permits the City Commission to authorize limited Waivers, on a case-by-case basis, frons a specific provision(s) of these Land Development Regulations when it is demonstrated that compliance with such provision(s) would be unreasonable, in conflict with the public interest, or a practical impossibility. A Waiver from these Land Development Regulations may be approved only upon showing of good cause, and upon evidence that an alternative to a specific provision(s) of this Chapter shall be provided, which conforms to the general intent and spirit of these Land Development Regulations. In considering any request for a Waiver from these Land Develnnv"--* Regulations, the City Commission may require conditions as these Land Development Regulations is enforced. A Waiver sb term customarily considered as a Variance or any requirement or shall be considered only in cases where alternative administrat. within the City Code of Ordinances. -> f� I. Applicant's Name � e--/// i o �� t✓� Olt 2. Applicant's Address of Beach Cit R IT C pate. DWIT/85®1 Type: 0C Drawer. 9 3. Property Location ((�, L�` els;cf� f(� QP ReceiPt 4. Property Appraiser's Real Estate NumberQuantity mount Descri ion 5. Current Zoning Classification 6. Comprehensive Plan B, 811ILDI liTS (158.88 7. Requested provision(s)from which waiver is sought: Ten de err detail X10 1158.88 :158.88 Total tendered $158.88 Total pay Trans date: 7/13/85 Tise: 8:58:31 8. Size of parcel 9. Utility Provider 10. Statement of facts and any special reasons for the requested Waiver,w. ......apuance with Section 24-46 (d) of the Zoning and Subdivision and Land Development Regulations and sueciiically describing how the request complies with the Conditions necessary for the City Commission to approve this request Please use second page is additional space is needed. THE BEACHES LEADER DO/ -(00 '7- sl-7-4700 Published Weekly Jacksonville Beach, Duval County, Florida nn�L i STATE OF FLORIDA ' v COUNTY OF DUVAL Being the undersigned authority personally appeared Kathleen Bailey, who on oath says NOTICE OF PUBLIC HEARING that she,is editor oft The Beaches Leader, a CITY OF ATLANTIC BEACH weekly newspaper published at Jacksonville Notice Is hereby given the City Commission of. Beach in Duval County, Florida; that the Atlantic Beach,Florida.will how a First Read- ahed ctpy of the advertisement, being a wanote Roadarxl Pwfat H15 P"5 ft in city Hal,eco Sem, tta g , 7: M on Monday.November `i ✓' in the 12,2001 for the purpose of hearing and c on- the � rt. as ubli�in�sald�� r in the S1dow g"'e proposed°f ordithe nance.C0n` sk nd t� • following proposed ordinance: • A second Issue(s)of r reading and pubft hearing to enact thus onii- Hance will be•hew in:Ccurvrtisslon Chambers, 800 Semirale Road,at 7•.15 p.m on Monday; Affiant further says that the said Beaches Novrm wa,2oo1•. Leader is a newspaper published at .—ORDINANCE No:.90.01472 Jacksonville Beach, in said Duval County, CBE�I. Y THE � Florida, and sent from Duval County, Florida, FLORIDA, ADOPTING BY REFERENCE ZONING,SUBDIVISION AND LAND DEVEL- each week and has been entered as second- OPMENT'REGULATIONS, WHICH GENER- ciass mail matter at the Post Office In ALLY AND SPECIFICALLY-REGULATE THE USE AND DEVELOPMENT OF LAND AND Jacksonville, in preceding the first publication of -WATERS BEACi, FLORIDA.WWITHIN THEE CITYl REGULATIONSAATLANTIC the attAChed copy of advertisement; and affiant SHALL BE ADOPTED-BY REFERENCE AS' further says that she has neither paid or CHAPTER 24 OF THE CODE OF ORDINAN promised any person. firm or corporation any CES AS ADOPTED THROUGH ORDINMICE. NUMBER 95-99.170. AND CONTAINING; discount, rebate,•comrnisslon or refund for the FOUR ARTICLES: ARTICLE 1-IN GENERAL AND PROVIDING. FOR ADOPTION'.AND purpose of securing this a vertisement for .,AUHTORITY, PURPOSE AND INTENT, JU. :RISpublication in th id new er. TUS AND C AMENDMENTS;LEGALCOM- TUS AND CON515TENCY WITfi,THE COM- PREHENSIVE PLAN: ARTICLE: 11 LAN. GUAGE AND DEFINIT'IONS;.ARTICLE 111 —• ZONING REGULATIONS,IN GENERAL AND PROVIOIN9 FOR ADMMNSTRA'W APPLI. CATION PROCEDURES, GENERAL PROVE SIONS AND EXCEPTIONS. ESTABLISH.. (Signattidrof I nQ MENT OF•DISTRICTS;PLANNED UNIT DE. VELOPMENTS, SUPPLEMENTARY REGU. LATIONS,LANDSCAPING AND ARTICLE IV- SUBDIVISION REGUILA IONS?.INGENER.. s� Sworn to and scribedr before me this AL •AND PROVIDING FOR•APPLICATION` PROCEDURES; REQUIRED IMPROVE ON -- ..-, 2001.ay of %/ ='_r 2001. AND oFiMPRoVVAENTS. f DESIGN AND CONSTRUCTION. STAND. ARDS. THIS ORDINANCE ALSO PROVIDES l',17. iw �✓ FOR FINDINGS OF FACT. SEVERABILITY, REPEAL OF'CONFLICTING ORDINANCES, (Signator of N&a:6 Public) OR•PORTIONS THEREOF AND•PROVIDES. ' FOR AN EFFECTIVE DATE. AN~60•: 6sieili-aFs`.Iiotlnen$be Pres-. My Commission Expires l �`�� wt.at said time and place and they shall be heard. If any pemon-decides to appeal a� decision.at any meeting or hearkV, he wilt j need a record of the proceedings,and for such fi C••JONES purpose he.my.need to ensure that averba-. a`e , MY • ssoN fl Cc emg tim record 01,the procsedkgs Is made.which EXPIRES:JMtttlty 7 ,2L'03 record dente upon appeal i tobee base bantMOThvPidfrdtestranoeAparcp . - The full text of this ordirnnee.is available and, (Name of Notary typed, printed, or may be inspected by the pug in the office of the City Clerk. In aeeanianee with the Ameri- stamped) cans with DiaabY�ties AM persons needing a ti. special aeconatodation to participate in these pmceedi gs should contact Maureen King,• City Clerk at 247-5809,or.at City Hall,SW s.' Personally Known or Seminde Road •t :�Kf�o BL 10/31101 _Produced Identification I. Bussey, Donna From: Doerr, Sonya Sent: Tuesday, July 12,2005 2:47 PM To: Bussey, Donna Subject: RE: Proofs of notices Think below would have been published in the Beaches Leader. From: Doerr,Sonya Sent: Tuesday,July 12,2005 2:33 PM To: Bussey,Donna Subject: Proofs of notices Donna, I have a records request and need to get proofs of notices for an ordinance from several years back. This was not long after I started with the city, and I think Maureen still did these then. I don't have copies in my files. Ordinance Number is 90-01-172 1st reading November 12, 2001; final reading and Adoption November 26,2001. 5orTo 1 CITY OF ATLANTIC BEACH COMMISSION MEETING JULY 259 2005 AGENDA Call to order Invocation and pledge to the flag 1. Approve minutes of the Regular Commission meeting of July 11, 2005. 2. Courtesy of Floor to Visitors 3. Unfinished Business from Previous Meetings 4. Consent Agenda ALL MATTERS LISTED UNDER THE CONSENT AGENDA ARE CONSIDERED TO BE ROUTINE BY THE CITY COMMISSION AND WILL BE ENACTED BY ONE MOTION IN THE FORM LISTED BELOW. THERE WILL BE NO SEPARATE DISCUSSION OF THESE ITEMS. IF DISCUSSION IS DESIRED, THAT ITEM WILL BE REMOVED FROM THE CONSENT AGENDA AND WILL BE CONSIDERED SEPARATELY. SUPPORTING DOCUMENTATION AND STAFF RECOMMENDATIONS HAVE BEEN PREVIOUSLY SUBMITTED TO THE CITY COMMISSION ON THESE ITEMS. A. Acknowledge receipt of Monthly Financial Report and Utility Sales Report for June 2005 (City Manager) B. Award the annual contract for Chlorine for Water and Wastewater Treatment Plants Bid No. 0405-18 (City Manager) C. Extension of Electrical Troubleshooting and Repair Annual Contract Bid No. 0203-21 (City Manager) D. Purchase of Effluent Pump for Wastewater Plant #2 (City Manager) 5. Committee Reports A. Code Enforcement Board 6. Action on Resolutions 7. Action on Ordinances A. Ordinance No. 65-05-34,Introduction and First Reading AN ORDINANCE OF THE CITY OF ATLANTIC BEACH,FLORIDA, AMENDING CHAPTER 19 OF THE ATLANTIC BEACH CODE OF ORDINANCES, STREETS, SIDEWALKS AND OTHER PUBLIC PLACES,ADDING A NEW SECTION ESTABLISHING REQUIREMENTS FOR CONSTRUCTING DRIVEWAYS WITHIN THE CITY'S RIGHTS-OF-WAY, AND PROVIDING AN EFFECTIVE DATE. 8. Miscellaneous Business A. Authorization for the City Manager to sign the Certification of Taxable Value form DR-420 (City Manager) 1 B. Mutual Aid Agreement for Water/Wastewater Utilities through FLAWARN (City Manager) C. Proposed rejection of Bid for 2005 Plaza Road Turn Lane for Post Office (Bid No. 0405-17) (City Manager) D. Request for a Waiver from the Land Development Regulations to exceed the 50% Impervious Surface Area limit to allow for an addition to a residence within the Selva Linkside PUD for a lot located at 1629 Linkside Drive, North (City Manager) E. Sexual Predator/Offender Report (City Manager) 9. City Manager A. City Manager's report 10. Reports and/or requests from City Commissioners and City Attorney Adjournment If any person decides to appeal any decision made by the City Commission with respect to any matter considered at any meeting, such person may need a record of the proceedings, and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record shall include the testimony and evidence upon which the appeal is to be based. Any person wishing to speak to the City Commission on any matter at this meeting should submit a request to the City Clerk prior to the meeting., For your convenience, forms for this purpose are available at the entrance to the Commission Chambers. Every effort is made to indicate what action the City Commission is expected to take on each agenda item. However, the City Commission may act upon any agenda subject, regardless of how the matter is stated on the agenda. In accordance with the Americans with Disabilities Act and Section 286.26, Florida Statutes, persons with disabilities needing special accommodation to participate in this meeting should contact the City Clerk by 5:00 PM, Friday, July 22, 2005. 2 CITY OF ATLANTIC BEACH CITY COMMISSION MEETING STAFF REPORT AGENDA ITEM: Request for a Waiver from the Land Development Regulations to exceed the 50% Impervious Surface Area limit to allow for an addition to a residence within the Selva Linkside PUD for a lot located at 1629 Linkside Drive,North. SUBMITTED BY: Sonya Doerr, AICP, Community Development Director Rick Carper, P.E., Public Works Director DATE: July 14, 2005 BACKGROUND: The Selva Linkside PUD was approved in 1987, and developed prior to the City's adoption of the 50% Impervious Surface Area (ISA) limit in November of 2001. Subject property was originally built to—58%ISA coverage. Public Works and Planning staff have interpreted that the 50%ISA limit applies to all new residential development/redevelopment throughout the City, although the PUD provisions in Division 6 of the Land Development Regulations do not expressely state that the 50% limit applies to PUDs. (Any new PUD approved after November 2001 has been required to establish the ISA limit within the PUD documents.) The property owner wishes to construct a 528 square foot (SF) addition to the rear of the existing residence,which will result in a net 384 SF increase in impervious area and 65%ISA coverage on this 5000 SF lot. The property owner states a request was made to replace the 749 SF of concrete driveway with brick pavers, which would have essentially compensated for the requested increase in ISA,but was denied by her Homeowner's Association. Section 24-46(d)permits the Commission to authorize limited Waivers,on a case-by-case basis,from specific provisions of the Land Development Regulations when it is demonstrated that compliance with such provision would be unreasonable, in conflict with the public interest, or a practical impossibility. In considering any request for such a Waiver,the Commission may require conditions as appropriate to ensure that the intent of the Land Development Regulations is enforced. The intent of the 50% ISA limit is to address stormwater and drainage impacts that may result from over development of lots,particularly in areas of the City that do not have a master stormwater system that has been permitted by the City and/or the St.Johns River Water Management District. While the Selva Linkside subdivision is an older project, it does have an internal master stormwater system that was permitted by the SJRWMD,and this system continues to function as designed and constructed. In most cases, strict application of the 50% ISA limit would prohibit the construction of additions to residences within the Selva Linkside PUD. This may be unreasonable given that these homes are rather small(1600 SF heated area). Staff does not consider that the addition of 384 SF of additional ISA is likely to have adverse impacts to the stormwater system within Selva Linkside or the City at large. RECOMMENDATION: Consider approval of a waiver to the 50% ISA limit, allowing for a maximum ISA of 65%for a lot located at 1629 Linkside Drive,North. However,Staff anticipates that similar future requests, may come from Selva Linkside residents, but recommends that any such request should be considered individually. ATTACHMENTS: None. July 25,2005 regular meeting CITY OF ATLANTIC BEACH BUILDING AND PLANNING 800 SEMINOLE ROAD :J S1 ATLANTIC BEACH,FLORIDA 32233-5445 K TELEPHONE:(904)247-5800 FAX:(904)247-5845 http://ci.atlantic-beach.fl.us r'�Ji31�� July 12, 2005 Janet Pellicciotto 1629 Linkside Drive,North Atlantic Beach, Florida 32233 Re: Waiver from Impervious Surface Area limitation Dear Ms. Pellicciotto: I have received your application for a Waiver from the 50% Impervious Surface Area limitation, which applies to residential lots throughout the City. Your request will be considered by the City Commission at their meeting on Monday, July 25, 2005. The meeting begins at 7:15 pm and will be held in the Commission Chambers located at City Hall. A copy of the Staff Report and the meeting agenda will be mailed to you once these are available. You should be aware that failure to be present at this meeting to represent your application may result in the denial or delay of action on your application. Please call 247-5817 to confirm your plans to attend the meeting. (You may leave a voice mail message.) Sincerely, dla=, AICP Community Development Director cc: Rick Carper, P.E., Public Works Director Enclosures JUN-30-2005 0910 P.05 APPLICATION FOR WAIVER FROM A PROVISION OF THE LAND DEVELOPMENT REGULATIONS City of Atlantic Beach • 800 Seminole Road -Atlantic Beach,Florida 32233 Phone: (904)247-5826 - FAX (904)247-5845 • http://www.coub,as Date ?� File No. Receipt Section 24-46 (d) permits the City Commission to.autborize limited Waivers, on a case-by-case basis, from a specific provision(s) of these Land Development Regulations when it is demonstrated that compliance with such provision(s) would be unreasonable, in conflict with the public interest, or a practical impossibility. A Waiver from these Land Development Regulations may be approved only upon showing of good cause, and upon evidence that an alternative to a specific provision(s) of this Chapter shall be provided, which conforms to the general intent and spirit of these Land Development Regulations. In considering any request for a Waiver from these Land Development Regulations, the City Commission may require conditions as appropriate to erasure that the intent of these Land Development Regulations is enforced. A Waiver shall not modify any requirement or term customarily considered as a Variance or any requirement or term prohibited as a Variance, and shall be considered only in cases where alternative administrative procedures are not set for the within the City Code of Ordinances. 1. Applicant's Name Fe//" C11 ; 0 2. Applicant's Address L-j 4 k' e . 3. Property Location 1(r,, L r'Ki lk- �., s Lgrg L ja kt>;e e- 4. Property Appraiser's Real Estate Number S. Current Zoning Classification 6. Comprehensive Plan Future Land Use designation 7. Requested provision(s)from which waiver is sought: S. Size of parcel 9.Utility Provider 10. Statement of facts and any special reasons for the requested Waiver,which demonstrates compliance with Section 24-46 (d) of the Zoning and Subdivision and Land Development Regulations and specifically describine how the request complies with the Conditions neeessary for the City Commission to approve this request. Please use second page is additional space is needed. JUN-30-2005 09:10 P.06 11. provide all of the following information: a. Proof of ownership (deed or certificate by lawyer or abstract company or title company that verifies record owner as above). If the applicant is not the owner,a letter of authorization from the owner(s)for applicant to represent the owner for all purposes related to this application must be provided. b. Survey and legal description of property. c. Required number of copies(2) d. Application Fee($150.00) I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT; Signature of owner(s)or authorized person if owner's authorization form is attached: Printed or typed name(s): Signature(s): ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION Name: Mailing Address: Phone: Far: E-mail: TOTAL P.06 JUN-30-2005 09:09 P.01 r �. � cCcta JUN-30-2005 09:09 P.02 CITY OF ATLANTIC BEACH BUILDING AND PLANNING 800 SEMINOLE ROAD N ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 r a FAX:(904)247-5845 hapJ/ci.atlantic-beachll.us June 27,2005 Janet Pellicciotto 1629 Linkside Drive,North Atlantic Beach,Florida 32233 Re: Impervious Surface Area for proposed addition to 1.629 Linkside Drive,North Dear Ms. Pellicciotto: I have discussed your proposed addition with the City's Public Works Director and City Attorney, and we have concluded that City Staff does not have the authority to approve your addition, which based upon your calculations, would result in a 65% Impervious Surface Area on your lot. The 50% residential Impervious Surface Area limit has been consistently applied to all new residential development since becoming effective on January 01,2002. As we have discussed, pursuant to Section 24-64 of the City's Land Development Regulations, a Variance cannot be used to modify this particular development standard. There are several other options you may wish to consider. • Section 24-46, enclosed, provides for a Waiver procedure that is considered by the City Commission. I have enclosed a Waiver application form. • Section 2450 (a), also enclosed, provides for the appeal of an administrative decision made by me, as Community Development Director, to the Community Development Board. I have no objection to an appeal should you wish to pursue this. (I do not take these personally, and in fact, .sometimes recommend this procedure when there are questions related to administrative authority.) I believe that the Waiver, however, may be the more appropriate procedure in this case, • Finally,you may wish to consider using an alternative material for your driveway, such as a Turf Block or a semi-pervious paver. Areas using properly installed pavers are calculated as 50% pervious. Please feel free to contact me at 247-5817 if you would like to discuss further. Sincerely, Sonya err,AICP Community Development Director cc: Rick Carper,P.E., Public Works Director Alan Jensen, City Attorney Enclosures JUN-30-2005 09:09 P.03 prohibited by the terms of this Chapter or by the Comprehensive Plan. (f) The Nonconforming Use of adjacent or neighboring Lands, Structures or Buildings shall not be considered as justification for the approval of a Variance. (g) In exercising its powers, the Community Development Board may, in conformance with the provisions of this Chapter, reverse, affirm or modify, in whole or in part, any previously rendered order, requirement, decision or determination provided such action is based upon new evidence or where it is determined that a previous decision was made based upon inaccurate information. (h) Rulings and decisions of the Community Development Board shall become immediately effective, unless otherwise ordered by the Board. Sec. 24-50. Appeals. Appeals of administrative decisions made by the Community Development Director and appeals of final decisions of the Community Development Board may be made by Adversely Affected Person(s) in accordance with the following provisions. Appeals shall be heard at public hearing within a reasonable period of time with proper public notice, as well as due notice to the interested parties. At the hearing, any party may appear in person,by agent or by attorney. (a) Appeals of administrative decisions of the Community Development Director. Appeals of a decision of the Community Development Director may be made to the Community Development Board by any Adversely Affected Person(s), or any officer, board or department of the City affected by a decision of the Community Development Director made under the authority of this Chapter. Such appeal shall be filed in writing with the City Clerk within thirty (30) days after rendition of the final order, requirement, decision or determination being appealed. The Community Development Director shall, upon notification of the ding of the appeal, transmit to the Community Development Board, all the documents, plans, or other materials constituting the record upon which the action being appealed was derived. (b) Appeals of decisions of the Community Development Board. Appeals of a decision of the Community Development Board may be made to the City Commission by any Adversely Affected Person(s), any officer, board or department of the City affected by any decision of the Community Development Board made under the authority of this Chapter. Such appeal shall be filed in writing with the City Clerk within thirty (30) days after rendition of the final order, requirement, decision or determination being appealed. The Appellant shall present to the City Commission a petition, duly verified, setting forth that the decision being appealed is illegal, in whole or in part, specifying the grounds of the illegality. The petition shall be presented to the City Commission within thirty (30) days after the filing of the appeal with the City Clerk. (c) Stay of work. An appeal to the Community Development Board or the City Commission shall stay all work on the premises and all proceedings in furtherance of the action appealed, unless the designated Administrative Official shall certify to the Community Development Board that, by reason of facts stated in the certificate, a stay would cause imminent peril to life or property. In such case, proceedings or work shall not be stayed except by a restraining order, which may be granted by the Community Development Board after application to the officer froin whom the appeal is taken and on due cause shown. Initial Effective Date: January 01,2002 Last amended June 28,2004 as adopted by Ordinance Number 90-01-173 as adopted by Ordinance 90-04-185 25 JUN-30-2005 09:10 P.04 DIVISION 2. ADMINISTRATION Sec. 24-46. City Commission. It shall be the responsibility of the City Commission to perform the following duties and responsibilities in accordance with this Chapter: (a) To enforce this Chapter in accordance with, and consistent with,the adopted Comprehensive plan for the City of Atlantic Beach, (b) To make amendments to the Comprehensive Plan,this Chapter,the Zoning Map by a simple majority vote of the City Commission after holding the required public hearing, and after considering a written recommendation from the Community Development Board performing its functions as the planning Agency. (c) To approve or deny requests for Subdivisions, Plats and changes to Plats and Planned Unit Developments (PUDs) in accordance with the requirements of this Chapter after holding required public hearings and after considering a written recommendation from the Community Development Board. (d) To authorize limited 'Waivers, on a case-by-case basis, from a specific provision(s) of these Land Development Regulations when it is demonstrated that compliance with such provision(s) would be unreasonable, in conflict with the public interest, or a practical impossibility. A Waiver from these Land Development Regulations may be approved only upon showing of good cause, and upon evidence that an alternative to a specific provision(s) of this Chapter shall be provided, which conforms to the general intent and spirit of these Land Development Regulations. In considering any request for a Waiver from these Land Development Regulations, the City Commission may require conditions as appropriate to ensure that the intent of these Land Development Regulations is enforced. A Waiver shall not modify any requirement or term customarily considered as a Variance or any requirement or term prohibited as a Variance, and shall be considered only in cases where alternative administrative procedures are not set for the within the City Code of Ordinances. (e) To establish fees to related to the administrative costs of carrying out the requirements of this Chapter, (f) To appoint a Community Development Director to administer the provisions of this Chapter, who shall be the City Manager or his designee. Initial Effective Date: January 01,2002 Last amended June 28,2004 as adopted by Ordinance Number 90-01-173 as adopted by Ordinance 90-04-185 22 new b lance Qr6 J, A,ttl AL—Oi^� �Yh1� +T R-1"CJL'n R c �� , �u�, v. a -l� Q v t 66 authorized to act on behalf of TOIM fA A-1�11 1 L_ ;2- � ,Z �. u�r �a�( lands described within the attached ` " ' �� "` er such proof of ownership as may r Florida, for an application related tc ...with you every step of the way ❑ Zoning Variance ❑ Appeal DUse-by-Exception Fence or Pool Permit ❑ Rezoning ❑ Sign Permit Plat, Replat or Lot division ❑ Other BY: Si nature of Owner Print Name Signature of Owner Print Name qa SIJ a y/-4-7 H 0 tdj (9f�1 q 6 Z 6-0 76,6 Telephone Number State of Florida County of Duval Signed and sworn before me on this day of,200/ By =o"Ay°&,k Notary Public State of Florida Shirley A Clark Identification verified: dor 00 Expcommission 383552 Expires 01/04/2009 Oath sworn: Yes (.� No Not ry Signature/C` My Commission expires: ©� SELVA LINKSIDE A Planned Unit Development February 2, 1987 I BACKGROUND The land to be used for the proposed Planned Unit Deveopment is currently in an undeveloped state since its former, use as "Bull Airport" some twenty odd years ago. There is a total of 29.37 acres comprised of approximately 4.24 acres south of the 7th fairway of Selva Marina Golf Course and west of the north part of the city public works land (presently zoned RS2, prev- iously zoned RSD and D-1 ) ; and 17.9 acres abutting the east line of the city yard and the west side of the 8th fairway and practice range of Selva Marina Golf Course , further bounded by the golf course on the north and 11th St. on the south being currently zoned OR. A 21 .76 acre portion (consisting of the old "Bull Airport" ) was previously zoned PUD in the early 1970' s. It is also intended -that 3.37 acres of the north end of City public works yard be acquired for inclusion in this development. The topography of the property .ranges from elPvatinri 15 ' to elevation 11 ' (see attached topo on tentative plat inap) . ' ie levelonment would be entered from the west end of 11th Street off of Seminole Road, or from Plaza via Sandpiper Lane . PROPOSED DEVELOPMENT PLAN Since the previous zoning of a portion of these properties would have permitted TRAILER PARKS &/or TOWNHOUSES and other attached housing at much higher density of dwelleing units per acre , and since this development will buffer the R S-1 zoning districts to the east from more commercial-like activity of the city yard , we feel that the best interests of the adjoining single family owners will be protected as follows : The Planned Unit Development of Single fanily Detached Patio Homes on individual lots with a density of 5 .34 units per acre with all lots having 5000 square feet or more of land area (equal to or better than R S-2 Single Family requirement) would be a better use for the greater benefit to the most residents . PATIO HOMES Minimum lot and yard requirements shall be as follows : Minimum square footage 5000 sq.ft. 11 lot width @ bldg. line 40 ' yard setbacks - front 20 ' except setback may be reduced to 10 ' where a garage entry is para- llel to the street Side 9 ft. and 1 ft. Rear 10 ft. Maximum lot coverage 40 ft. Maximum height of bldg. 35 ft. , Minimum street frontage 30 ft. Siting of ►snits will be designated by Developer as indicated on the at- tached sketch plan. RECRLATIONAL FACILIEIES are omitted from this plan for the reasons belowr 1 . Limited size of the development and the confining shape of the land. 2 . Proximity of golf, tennis and swimming available at the adinininn �� Page two A Planned Unit Development/Sel.va Linkside PEDESTRIAN CIRCULATION I It is felt that the limited access to the dead end street will reduce autombile traffic to a minimum and make the street safe for pedestrains, as are most of the neighborhood streets in the city. FENCING It is proposed to fence all of the westerly and southerly boundaries of the development. The fencing shall be decorative masonry and wood and shall be a maximum of six feet in height. A detail sketch is attached. Construction of an earthen berm of approzimately 3 feet in height by 9 feet in width from a retaining wall along the weterly line is also being CONSIDERED for further approval by the city. PROPOSED SKETCH PLAN The final plot plan may include a system of lakes for surface drainage retention ponds. It is the intention and commitment of all undersigned owners to coovenant the maintenance of said lakes and fences to the indi- vidual future owners and the Property Owners Association of the Planned Unit Development (to be formed) . The undersigned owner do further agree to bind all successors in title to the property to the condtions stated herein, and to the stipulations imposed by the City Commission of the City of Atlantic Beach in the approval of the Planned Unit Development. Development as per sketch plan and Planned Unit Development description shall occur in two phases. All Streets, right of ways, easements and underground water lines will be dedicated and transferred to the City of Atlantic Beach. Pending the availability of water and sewer service, the project should be completed no later than the end of 1988. EVIDENCE OF UNIFIED CONTROL This is to certify that SELVA LINKSIDE, Partnership, is the current record holder of title of 26 acres of lands legally described herein. SELVA LINKSIDE, Partnership By Louis B. MacDonell, General Partner I N T E N T It is the sincere hope of the owners and developers of these lands borde- ring the 7th and 8th fairways and wrapping around the boundaries of the practice fairway of the Selva Marina Country Club, that they may gain approval for a proposed single fami.1y Residentail PLANNED UNIT DEVELOPMENT for the following reasons : 1 . Somewhat smaller lots designed to accomodate "ZERO LOT LINE" patio homes a. Designed and restricted to provide MAXIMUM use of PRIVATE out- door living areas for the fullest comfort and enjoyment of the owners. b. An increased number of sites oriented to take advantage of very desirable golf course and lake views. c . Encourage the design of innovative floor plans to fully utilize the capability of encouraging the delightful enjoymnet of WALLED GARDI..N-DECK LIVING . 2. The possibility to offer somewhat smaller and LESS EXPENSIVE new homes in our area to be more hopefully affordable by some of our own second and third generation residents of Atlantic Beach. 3. The theme of the land uIse would closely parallel similar neighbor- hoods in LINKSIDE BAYMEADOWS, MARSH CREEK/FT CAROLINE & UNIVERSITY, and GARDEN HOMES SAWGRASS GOLF COURSE . 4. It is the intention of the Developers to construct a solid deco- rative fence of approximately 6 fent in height along the westerly and southerly boundaries of the development, for a sound and sight barrier particularly where, the development adjoins the public works property of the city. 5. It is anticipated that most of the homes in the area will range in size from 1500 to 1800 square feet of heated area, however, it is intended that certain lots will be designated by covenants and restrictions to be used for homes with heated areas of no less than 1200 square feet. -------------------------------------------------------------------------- In conformance with the directives in the current 'Zoning; and SubDivision regulations of the City of Atlantic Beach, the undersigned Owners of the lands under this application for rezoning under Planned Unit Development classification, do herein make public statement and commitment to ao the following: 1 . Proceed with the proposed development in accordance with captioned PUD ordinance and the conditions and safeguards as may be set by the City Commission, and , 2. Commence construction of said improvements within 90 days of appro- val of zoning and all plans, exhibits, plats, dedications, etc . Or within 90 days of approval of water and sewer service for said lots by the Enviromental Protection Agency, and or permitting by the Corps of Engineers, and/or the St Johns River Water Management District= which- ever shall be later provid.eil all actions have taken place . 3. We do further agree to bind any successors in title to any commit- ments made in this application. /1 T+ 4 c+ +n AaA i nn+a nna +rnnefar nil ri ah+ and Page 1 Of 3 CHANGE IN ZONING CLASSIFICATION REQUEST Date Filed: NAMES AND ADDRESSES OF ALL OWNERS OF THE SUBJECT PROPERTY : ..�r3G�/A G/.u�S/L� PRR.T�,st!!P LoyrsB./YIs1cDo.��u.- P/tQTN�_ /�lEPTL�� E7�G�/ G• 32233 ATLR•VT/G N. .�G.322- 3-3 Phone: Home Phone: Home 7 4-!o/ Work 2-4q- 7'44G/ Work THE LEGAL DESCRIPTION , INCLUDING THE LOT AND BLOCK NUMBERS, OF THE PROPERTY TO BE REZONED: 6,,E-,4,AG7X1 V - PRESENT ZONING OF PROPERTY FOR WHICH CHANGE OF ZONING CLASSIFICATION IS REQUESTED:_ R,:5 - 2 E C) PROPOSED ZONING CLASSIFICATION: Q, L) A STATEMENT OF THE PE'TITIONER' S INTEREST IN THE PROPERTY TO BE REZONED, INCLUDING A COPY OF THE LAST RECORDED WARRANTY DEED; AND: If joint and several ownership, a written consent, to the rezoning petition, by all owners of record; or if a contract purchase, a copy of the purchase contract and written consent of the seller/owner; or if an authorized agent, a copy of the agency agreement or written consent of the prin- cipal owner; or if a corporation or other business entity, the name of the officer or person responsible for the application and written proof that said representative has the delegated authority to represent the corporation or other business entity, or in lieu thereof, written proof that the person is , in fact, an officer of the corporation ; or if a group of continguous property owners , the owners of at least fifty (50) percent of the property described in the petition must provide written consent. 0lam_ �LG�c� Page 2 Of 3 CHANGE IN ZONING CLASSIFICATION REQUEST A complete list of all property owners , mailing addresses and legal descriptions for all property within three hundred (300) feet of the subject parcel as recorded in the latest official tax rolls in the County Courthouse. Attach Seperate Sheets if Needed Property Owners and Mailing Addresses Legal Descriptions Name , Address Assessment Numbers City of Atlantic Beach 172025-0000; 172026-0000; 172030-0000; Selva Marina Country Club 172024-0000 ; 172029-0000; 1600 Selva Marina Drive 172036-0000 . Atlantic Beach, FL32233 RGM Properties 172028-0000 1112 Third Street Neptune Beach, FL32233 GD,v �7- PA/ a.C..- LEGAL DESCRI►TION NAM! MO ADORtSi4 Aiittli~ll NO. PLAT SEC-YW-RG D137 USE 17-28-29E US03 000 MACDONELL, MILDRED 8 172091-0000.1► A DOLMENS S/D PT LOT 2 1560 LANCASTER TERN APT 800 sue-D 3135 PT LOT 1 RECD 0/R 8K 4262-762 JACKSONVILLE, FLA 32204 MAP-NO 556 -1 0000000000-0000002250 17-2S-29E USD3 000 ROLAND, MATHIAS C 1720991 0000 0 v DONNFRS S/D PT LOT 2 P 0 SOI( 37 SUS-D 3135 PT LOT 1 RECD 0/R SK 3911-1068 MAYPORT, FLORIDA 32267 MAP-NO 556A-1 1831 1T-28-29E US03 01A NOBLE, EVALINA E ETAL 1721,0�00�T0 S DOWNS 3/0 PT LOT 2 1955 FRANCIS AVE SUS-0 3135 PT LOT 1 RECO 0/R SK 4414-832 ATLANTIC BEACH, FLA 32233 MAP-NO 536A-1 0000010239-0000002343 17-2S-29E U803 01A NOBLE, HENRY /72103r�0000 1 DOWERS S/D M LOT 2 2055 FRANCIS AVE SUS-D 3135 PT LOT 1 RECD 0 SK 1651-17 ATLANTIC BEACH, FLA 32233 MAP-NO 5% -1 0000008161-0000002343 17-23-M US03 CIA SCOTT, ROOSEVELT 1721 7 I DOWNS 5/0 PT LOT 2 1941 S MARTIN LUTHER KING OV SV8-0 31 5 9 PT LOT 1 RECD 0/0 BK 5026-461 TALLAHASSEE, �L 32301 MAP-NO 556A-1 f 0/0 81K 5808-1494 0000014612-0000003052 17-28-M U803 000 HOLMES, CURTIS L 1721.OkLooms3 DOWNS S/D PT LOT 2 11333 S VINCENNES AV SUB-D 3135 PT LOT 2 RECD O/'R 8K 5787-1213 CHICAGO, IL 60643 MAP-NO 5.`6A-1 3263 06-pU4 17-25-2K US813 01A MOORE, JOHN 1721%r0000y.9 DOIW NS S/D PT LOT 2 1975 FRANCIS AVE SUB-D 3135 PT LOT 2 RECD D SK 1050-341 ATLANTIC BEACH, FLA 32233 MAP-NO 556 -1 0000010626-0000003640 ' 17-23-29E 0803 000 HOLMES, CURTIS L 172105-0000 5 DONIERS 5/0 PT LOT 2 11333 S VINCENNES AV SU9-0 3135 PT LOT 2 RECD 0/R @K 5787-1214 CHICAGO, IL 60643 MAP-NO 356 -1 0000000000-000 WO2614 011-OD4 17-28-29E U103 OIG JORDAH, MARGARET 172106-0000 1 DONMI 6/0 PT LOT 2 1975 JORDAN ST SURD 3135 M H PT LOT 2 RECD t 8K 1083-311 ATLANTIC BEACH, FLA 32233 MAP-NO 556 -1 0000016]04-0000003734 17-29-299 U803 000 LUCIW, WALTER 1721.02rp000 Si D(xMRS S/0 PT LOT 2 4349 SALILEO AVE SUB-D 3135 PT LOT 2 RECO 0/R MC 3669-943 JACKSONVILLE, FLORIDA 32210 MAP-NO 556A-1 2614 17-2S-29E U803 000 THOMAS, DOROTHY J 1 Ts ic13,�0000 �, DOW"$ 8/0 ►T LOT 2 114 SOMTH ELEVENTH ST SUS-D 3135 PT LOT 2 RECO 0/0 8K 5521-211 JACKSONVILLE •EACH, FLA 32250 MAO-NO 556 -1 2693 _. - .,.. r 6 .i iy u,'_'.0 U v:w ii4 SJU F1' LOT 2 174 JACKSON SUN-D 3135 PT LOT 7 RECD 0/R A1C 101-441 ATLANTIC MEACH, FLA 32233 MAP-NO 556A-1 0000006765-0000000304 04-WB 17-ti29-M U693 01A WILLIANS ROSA MAE 172116-0000 6 #S 8/0 PT LOT 2 295 WALTER DR SUG-0 3135 M N PT LOT 7 RECD 0 SKS 64 -292, ATLANTIC BEACH, FLA 32233 MAP-NO 356 -1 1683-322,0/R MC 225-40(EX PT RECO (J;J�' � 0/R MK 66 2t%-4 ) J� 0000007621-000000%77 b 17-21-216 UMD3 000 PERRY, J P 172117-OM 2 DOIMKRS S/0 PT LOT 2 3410 KORI RD SUM-0 3135 997 PT LOT 10 RECD O/# SSC 3006-906 JACKSONVILLE, FL 32217 MAP-NO 356 -1 OESCRIDED AX PMCB 2 19% 17-22-M tim 01A WISE, JOSEPH K 172117-MO 1 DOW"S S/0 PT LOT 2 1950,FRANCIS AVE SUl-D 3135 PT LOT 10 RECD Of% MC 3176-46 ATLANTIC BEACH, FLA 32233 NAP-NO 356 -1 iGERALOINE L { (18-(144 17-25-29[ USD3 04 LYLES, TOMMY 172120-0000 5 1 :'W04F N, S/D PT LOT 2 13925•HUNTERWOOD RD SUB-D 3135 PI LIST it RECD 0/R INC 3%5-721 JACKSONVILLE, FLA 3; 25 MAP-NO 556 -1 1T-1f-tim USD3 000 REYNOLDS, AOKI C 172166-0000 3 DONNERS RAP PT LOT 2 157-10 RIVERSIDE DR SUM-O 3136 LOTS 9,10.11 MLK 9 NEW YORK, NY 10032 MAI-NO 556 -1 5962 IF-49-M U803 000 FO", FREIE#ICK W 172169-0000 9 OONERS RAS PT LOT 2 123518EMINOLE RD I M-D 3136 LOT 12 KOCK 9 ATLANTIC MACH, FLA 32233 MA►-NO 556 -1 00000 2269 11'-?f-276 USD3 06A FOGG, F W 172170-0000 0 001 -NR1 0 I PT LOT 2 123518EMINOLE RD SUM-D 3136 LOT 13 KOCK 9 ATLANTIC MACH, FLA 32233 MAP-NO 556 -1 000001 PP90-0000014134 17-2$-296 USD3 0/A MATTOX, SALLIE NAE 172111-0000 6 DOWQRS RM PT LOT t 1960 FRAW.IS AVE SUB-0 3136 991 LOTS 14,13 BLK 9 _ ATLANTIC REACH, FLA 32233 MAP-NO 536 -1 36-060 30-2S-29E US03 01A ASOULLAH, OICH4" 171210-0000 1022 ROYAL PALM UNIT 1 426 N 17TH AVE SHS-0 3120 LOT 25 MLOCK 5 JACKSONVILLE BEACH, FLA MW-NO 556 -1 0/4 MIC 4033-787 32250 0000)213 79-0000009440 30-060 30-221-29E US03 01A PETERSON, TERRY LEE 171211-0000 7 ROYAL. PALJN MIT 1 1500 SELVA MARINA OR SU4-0 3120 LOT 26 SNLOCK S ATLANTIC BEACH, FL 32233 MAP-00 556 -1 O/R OK 56" 18 3(,-060 30-23-29E 0003 01A BIRCHETT, WINO 0 171226-0000 2047 ROYAL PALMS UNIT 1 675 SAILFISH DR SUB-0 3120 H LOT 6 BLOCK 6 ATLANTIC BEACH, FL 32233 MAP-NO 556 -1947 O/R MCS 5260-456,5913-111 0000019268-0000006313 30-060 36-2S-29E U903 01A MISLIACCIO, MARK 171227-0000 8056 ROYAL PALMS UNIT 1 685 SAILFISH DR SUB-0 3120 H LOT 9 BLOCK 6 ATLANTIC BEACH, FLA 32233 MAP-NO 556A-4 JOAN 0/R MK 6004-1214 00019638-0000009011 Lu.UAL Ok4LWit! f AWI NAM AND ADNFS9 ASSESSMENT NO. PLAT SEC-1M-ft •1ST USE 29-027 16-ZS-29E U103 000 SIARHARO, JOHN 0 171974-0000 3 SELVA MARINA UNIT NO 3 325 I M'ST SU8-0 3129 9 � S 100" LOT 7 ILK 7 ATLANTIC 6EACH, FL 32233 MAP-NO 555 -3 0/4 6K 569•-523 17250 v y/ 69-027 16-25-29E US03 OIA NEVILLE, THOMAS F 171975-0000 9 1G SELVA MARINA UNIT NO 3 1060 SEMIMOLE RO SUB-0 3129 N N SOFT LOT 7.S SOFT LOT • ILK 7 ATLANTIC BEACH, FLA 32233 MAP-NO 558 -1 ELIZABETH 0/4 6K 365S-67 0000054137-0000017250 b-027 16-25-29E U$03 OIC RAS, EDWARD M 171976.0000 3iQ66 SELVA MARINA UNIT NO 3 10" SENINOLE RD SU6-D 3129 N N 1WF7 LOT 8 BLK 7 ATLANTIC OEACN, FLA 32233 MAI'-NO 538 -3 1 W R 0/R BK 3413-619 000008.992-0000017250 29-027 16-22-29E USD3 OIC VINCENT, ROBERT J 111971-0000 1078 SELVA MARINA UNIT NO 3 1130 S0IINOLE RD SUB-D 3129 N LOT 1(EX N SFT) 6LK • ATLANTIC 6EACN, FLA 32133 MAP-NO S54 -3 JANE V 0/R BK 4943-11.2 0000096015-000002$447 29-027 16-2S-29E US03 O1A GARTLAND, HENRY J 17197•-0000 7004 SENA MARINA UNIT NO 3 1140 •EMINOLE 40 SU8-D 3129 H LOT 2, N SFT LOT 1 KK 8 ATLANTIC BEACH, FLA 32233 MAP-NO 356 -3 ALICE'J 0/R BK 4934-966 0000036454-0000022815 "-028 16-2S-29E US03 000 GARTLAND, HENRY J 171960-0000.4 SELVA MARINA UNIT NO 4 1140 SEMINOLE RD SUS-0 3130 997 LOT 3 BLOCK 8 ATLANTIC BEACH, FLA 32233 MAP-NO 558 -2 0/R 0K 4934-966 0000000000-0000001930 30-028 16-Z5-29E USD3 000 COOK, ELHANAN C 1719.1-0000 0- SELVA MARINA UNIT NO 4 9715-COUNSELLOR DR sue-D 3130 l0'f 4 BLOCK 8 VIENNA, 'lk 22180 MAF-NO 558 -2 0/R BK 4909-633 0000000000-0000026239 70-026 16-215-29E YBrl3 01A PETERSON, TERRY L 1y ask-am t SELVA MARINA UNIT 00 L 1500 SELVA MAMMA OR StIB-B 3Tw h LOT 5 06m B ATLANTIC OWN, FLA 32233 IIAP-NO 550 •-a ' W*Sit 5347-152 0000119212- 38169 30-M 16-2B-M mW MA NICMaMM, MILL"w 6 am SILVA MARINA 1MR IIB 4 1510 SELVA PWAO A DR SM-0 3130 LOT 6 GLM 6 ATLANTIC BEACH, FLA 32233 IIAP-NO 530 -2 000011IV K 0/t AN 5643-1643 0000064036-0000026100 3(rl= 16-29-ME 49 01A STRICKLAIM, BAKE M 171"*R(. $ELVA MARIAN NpLT NO t 1520 SILVA*MMRSAA DR SUB-D 3130 LOT 7 6LJSt♦K • ATLANTIC 6604N, FLA 32233 MAP-NO 534 -2 poll" M am AN 9lfS-am 0000067'!93-�Op?!/Q 30-M 14-26-mof Boss Ott BINMME, TUMW R 171965-000• �1 SFLVA MARLIN UNT M 4 1530 8Kt#A OWUNA DR 140-0 3130 h LOT • SLAW • ATLAMT2C 811M, FLA 32233 MAP-NO 556 -2 MOMIA F 61MIM't9K 399.176 00001 30-026 ft-21-40E two 016 WUM 10 E, L[E E 1� SELVA swim No, 10.4 1540 SSLV4 NARSNA 0R St*-D 3138 0 LOT 9 VIAM 6 ATL,AIIVIC BEACH, FL 32233 IM/1-00 558 -2 GL.OBIA J SM-1133 V Page 3 of 3 CHANGE IN ZONING CLASSIFICATION REQUEST PAYMENT OF THE OFFICIAL FILING FEE AS SET BY THE CITY COMISSION : Date Paid $ THE SIGNATURE OF EACH AND EVERY OWNER OF THE LANDS : ------- __ _.. 5Fs. ,.�lA L Ihl I<S 1 P pwtl SNlp t --------------------------------------------------------------------------- ADVISORY PLANNING BOARD ' S REPORT AND RECOMMENDATIONS ; DATE REVIEWED: PUBLIC HEARING DATE: CITY OF ATLANTIC BEACH r S BUILDING / ZONING DEPARTMENT 7 800 Seminole Road S. Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us ,,iUr9 PLAN REVIEW COMMENTS Permit Application # d6 - 30(rte 43 G( Property Address: i (0 2 cq id. LtDI-,- s ,-DE D(z. Applicant: :j;R?Q 55C L) RCE 6LL) Q Project: ReH /Ayo f-m u'l f Thisapplication has been: Approved "eview an oflowing ite eed attention: Please re-submit your application when these items have been completed. / Reviewed By: _ Date: Date Contractor Notified: 1 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. / Signature of owner: 9GJ Date: �( I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or lgcal rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Date: 5— S-" Signature of Contractor: - Address and contact information of person to receive all correspondence regarding this application(please print). Name: ?ro ,�Orce Itot 1� r Mailing Address: 10 (qao�, caW Z ? LCe C7 Telephone: ��- U--�C o�(C� Fax: qa4 -.� 91�U �S E-Mail: b AS TO OWNER: Sworn to and subscribed before me this �5 day of ,20 ,4,6 State of Florida,County of Duval Notary's Signature: :oaY°y,G^ Notary Public State of Florida Shirley A Clark personally known a M Commission DD383552 r-1Producedidentification s�0 Expires 01/0412009 Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this —2- 0 day of 2003 State of Florida,County of Duval ..••, CHRIS SIMONS Notary's Signature: Notary Public,State of Florida My comm.expires July 10,2005 �ersonally known '••�h Comm.No.DO 041161 ❑ Produced identification Type of identification produced 800 Seminole Road .Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fag: (904)247-5845 -http://www.ei.atiantic-beach.fl.us Page 3 Revised 8/04 S 'Tf CITY OF ATLANTIC BEACH Cc- it , ' BUILDING /ZONING DEPARTMENT D. Ford 800 Seminole Road oerr Atlantic Beach,Florida 32233 " Ellt� f (904)247-5800 (904)247-5845 Fax ______ _ -W •-- rt www.coab.usRE C E IV EQ �~ CITY OF ATLAN7I1pBEACH Bilin ntNG, R. PLAN REVIEW COMMENTS ,JUN 2 3 2005 Permit Application # O S -30(0 '-3 ` Property Address: Cv Z� - �l Y S c f.)G --�� Applicant: y>2C D C C Project: Ato t cS�G fF This permit application has been: ❑ Approved Reviewed and the following items need attention: l Lot already exceeds 50% impervious coverage. Additional coverage not authorized. , May replace concrete drive with pavers to achieve reduction : in impervious area equivalent to requested increase. Please re-submit yo p tion when these items have been completed. Reviewed By: Date: Date Contractor Notified: A Z1 . 7 g3s3 PSC 2000 Series 2410 Log for Personal Printer/Fax/Copier/Scanner City of Atlantic Beach Bui 904-247-5845 Jun 27 2005 9:23AM Last Transaction Date Time Tvne Identification Duration Pages Result Jun 27 9:21AM Fax Sent 819042870075 1:10 2 OK CITY OF ATLANTIC BEACH J - '' BUILDING PERMIT APPLICATION MAY y f' r (Alterations &Additions) � alb, t Date: F] Job Address: / 6 L Owner of Property: Tc, n -P-t-- cc,i o r-r Address: /GL 9 /,,7 t4 n Ati77C /3P4c6, ,FL Telephone: &0 y) 7 G�✓ Legal Description: Block Number: Lot Number: 0 2 to Zoning District: SeIax Li4�-5i�, (11,F 2 Contractor: " 18 c. State License Number: Contractor Address: ? O (3v Y G,00,11�0 t Telephone: 904- 210-0(o`(C� Fax: (C)' - ;XT') -9 Describe proposed use and work to be done: O- +1 s(u . �c J V c A-"10 ( r' S tVh a Present use of land or building(s): ?eS'Ay,_k Valuation of proposed construction: UD 0xo- What are the dimensions of the added space: oZ y r " feet x [ `` feet Will the added area be heated and cooled? New electrical or increase in service? ? Add plumbing fixtures? /L/0 Add f eplace? Add heating/air conditioning? Is approval of Homeowner's Association or other private entity required? ✓ If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to the original impervious area or the removal of any trees? ❑NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. 911rES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriat". Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Page 2 Telephone: (904)247-5800 -Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us ��0 S¢ wlr lei$4 1 N�• Revised 8/04 `( , Lot Coverage Summary for: Current and Proposed Addition to 1629 Linkside Dr.N. Atlantic Beach, FL 32233 Part of the SELVA LINKSIDE PLANNED UNIT DEVELOPMENT Existing Lot Size: 50' X 100' or 5,000 Square Feet Existing Coverage: House- 1,986 sf Rear Patio - 144 sf Front patio & Driveway- 749 sf Total Existing- 2,879 sf Proposed Addition: Addition- 528 sf Existing Patio Credit- <144 sf> Total (Net)Addition - 384 sf New Proposed Totals: Existing- 2,879 sf Proposed Addition- 384 sf Total- 3,263 sf MAP SHOWING BOUNDARY SURVEY CSP •� f 147- AV49 LVA AS SHOWN ON MAP SOF AS RECORDED IN PLAT 560K man OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. )wtE,fAmtfit&(" 09" a ffig ogy NOTE: 8EA 1N SHOWN H N -IMM N T. o4MQ- Mnd _rra LIAAArr Psz t/4WO M/ -- Co 1--<0 -O"7 to t� C.c t ►-,� cme,mle.44 R"APAIVA". MoarsQ�E c oco AsAV oz le ft NArWV-04 r1r4E r,V-611.0 vd? Co. AA,PT OF SECT oAl .o, MwAlSi4d/'P o" SO4/7A/ d?,gAlfsE e9 0.457 . �J 4�aen*�- --- wa9aa=oo'E'-sood � N �►i op �' ' • rs. ' �a.3' � r . o d 1•b1�Ry.flUrA 450 164$1 ., 3 � ri�+aN riovA rs.Cit,stl 4� � � S/.GB 09-go- '' '�;' ~ �.3t'rr! mu Ra 40 f'CI+Pecy la. 0 9 !8' ao ra: Auav0 AAA FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION 60OC-01 Residential Limited Applications Proscriptive Method C NORTH 1 3 Small Additions,Renovations A 6uliding Systems CxnpiYial*"WC C d owpier e d to Flaidl Enagy eftienoy Cod1 m1y b1 dlmonr"W by MN urs of Form swu l for addition d DO square Iasi a Imes,dta-Nwed txtmpates Of merwtadtsed bones,aro reraniors ID girdnow W Will r'1;4rsAm0*bro6ft bytiodFormlIMMI arSAW1. PROJECT NAME: BUILDER: ANO ADDRESS: PERMrT7ING CLIMATE -- OFFICE: ZONE: t 2 ❑3 OWNER --�n -eA (1 ----- ----_eALuipttL PERMIT �� ON No.: Shl,k:ADa TIONS TO EXISTING RESIDENCES(600 Square Joel a Im of caxdib)w areal,PlownpWe mgtreotls n Tab&6C-I,6C-2 ard 6C-3 apply only loft canpor ens of to addwn,iv 0 1*WzWQ Dander, .:au nuorg,cooing,and water healing owornent elhdency levels must W met only what o ionerl k Installed spedrico to serve the addition or is being installed in omjunctio:with the addition anwiaw. Corrpwams japanMQ vandiw*spacial tram caidiliard spects must meet Yr prwwthed irhlnnrn isUAW levek.RENOVATIONS(ReeldenYa)buildings w4ergeirg rerovatiou meting more hen 30%of Use assessed Ya)Le a u,e waor�). PrasaitAve recoruna is n Tablas 6Ci i and 642 apply only to t onpawts ard eq*reed being renoveted or replaced,MANUFACTURED HOMES AND BUILDINGS.Only s+te rumlled components anti ea res are c»"by Itle lam 81.110NG SYSTEMS Compy when txt 00 new system B instaled. Plea*e Print C K l. Renovation, Addition, New System or Manufactured Home i WAd it X10 2. Single family detached or Multifamily attached 2. 3. If Multifamily--No. of units covered by this submission 3. 4, Conditioned floor area (sq. ft.) 4. 5. Predominant save overhang (ft,) 6• - 6. Glass area and type, , '. Single Pane Double Pane a. Clear glass 6a. sq. ft, lclsq. ft b. Tint, film or solar screen 6b. sq. ft, sq. tt. _ 7. Percentage of glass to floor area 7. L- % --- 8, Floor type and Insulation: a. Slab-on-grade (R-value) 8a. R= lin• ft. b. Wood, raised (R-value) 8b. R= - _�.,�.. sq. ft. _-- c. Wood, common (R.-value) 8c. R= _,-_-__-- sq. h _____.--_.-- d. Concrete, raised (R-value) 8d. R= _ sq. h e. Concrete, common (R-value) 8e. R= sq. ti. 9. Walt type and insulation:' a. Exterior: 1,II Masonry (Insulation R-value) 9a-1 R= sq. ft. 2. Wood frame (Insulation R-value) 9a-2 R= b. Adjacent: 1. Masonry (Insulation R-value) 9b-1 R= sq. ft. _ 2. Wood frame (Insulation R-va)ue) 9b-2 R= sq. M. c. Marriage Walls of Multiple Units' (Yes/No) 9c _ 10. Ceiling type and Insulation: a. Under attic(Insulation 8-value) 10a. R= %A-, 5�(t7 sq, ft. b. Single assembly (Insulation R-value) 10b. R= _ sq. h. 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 11. Type: SEER/EER: 12. Heating system': (Types:heal pump, elec.strip,natural gas,L.P.gas, 12. Type: gas h.p.,room or PTAC,existing,none) HSPF/C0P/AFJ.A 13. Air Distribution System: a. Backflow damper or single package systems' (Yes/No) 13a. b. Ducts on marriage walls adequately sealed' (Yes/No) 13b. 14. Hot water system: 14. Type: Al //-I- (TyM:elec.,natural gas,other,existing,none) EF: Pertains to manufactured homes with site Installed components. I hereby comity that the plans and specifieatlon& calculation are in Review d plane and specifications covered by Itis cawatan indicates compliance compliance with the Florida E�nergt�y Code. with the Florida Enemy Code. Nom constn,ctlon is completed,this building A 66 4RE9ARED aY:W�m V J ,1 PATE: _ impeded for compliartce In aocordanoe with Sedlon 553.908,F.S. I hereby certify that this building w in compliance wlth a rda Energy Code. sutwwa OFMCIAL• _ OWNEA ADEM; .. DATE: I -1 - 'A3.1.At:PRESCWTIYE REOIARE OM FOR SMALL ADWIONS(800 S4 R.and Laai RENOYADW TO EMU BIALDM48 AM SITE-WALLED COMPONENTS OF UML1FACTt,n ,,*LS. MINIMUM INSULATION 11MMUM INSTALLED COMPONENT INSULATION INSTALLED EOUIPMEXT EMCIENCY EFFICIENCY Concrete Block R-7 Central A/ •S* SEER = 10 SEER Frame,2x 4' R•11 Frame. 2' x 6' R-19 Singb Pkg, SEER _ 9 7 SEER = a Common, Frame R-11 Room uni or PTAC EER - 5' EER Common, Masonry R-3 - _ Electric F asistance ANY �noer Attic R-30 ?HSPF - rC'd S,ngle Assembly Enc4osed _ Haat purr Split - Frame R-19 _ _ _ Single Pkg JHSPF Metal Pans R-13 Room un t PTHP COP = 27' SPi _ S,ngle Assembly, Open R-10 :ommon, Frame R-11 CON d Siao•on-grade No Minimum — °h Gas, nal al propane AFUE 78 UL _ R 19 Fuel Oil AFUE = 7 AFUE Ra sed Wood _ x Raisec Concrete R-7B Common, Frame R-11 r Electric R Isaan E = 88 EF = n unconditioned space R•6 5a� Gas; Net al or L. F = 54 EF n conditioned space No minimum Fuel Oil EF = 54 EF 'See TaON 6-3,6.7 ABLE : PFIE§cRiFnVE REQUIREMENTS maximum percentage glass to fkwr area allowed b selected by MV,ovqi lencilth,and soler heat aaJn coefficient. Maximum%= Installed% GLASS TYPE,OVERHANG,AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE UP TO 20% UP TO 30% UP TO 40% UP TO 50% Sin le Double Single Double Single Double Double 87 0 - 78 2' 67 1'- .78 2'- 78 3'- 78 0 75 1'- 75 0'- .61 NOT 1'- .61 NOT 2 61 0 .57 ALLOWED 0 . 44 ALLOWED 1 ,w U 35 Gel cen ceu SHGC Irom the manufacturer or use defaults: Single clear SHGC= 87,double clear SHGC = 78, and single tint SHGC = 75 b TABLE 6C-3 ! MINIMUM REOUIREMENTS'FOR ALL PACKAGES y.QMPONENTS _ SECTION REQUIREMENTS _-_ CHECK ExiorlOr Joint* k .1 To I?e caulKW,gasketed,weatner-stripoed or otherwise segled,. --- _Exterior Windows& Doors 606.1 Max.0.3 ctrnrsq.ft.window area; .5 ctm/sq.fl.door area. Sols & Top Plates 606.1 Sole Isles and penetrations through lop plates of exterior walls must be sealed. Recessed Lighting 606.1 Type IC rated with no penetrations two altematives allowed). —r-- Multi•stMHousas 606.1 Air barrier on perimeter of floor cavity between floors. Exnaust Fana 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion ��✓ devices with Integral exhaust ductwork. _ Combustion 606.1 Combustion space and water heating systems must be provided with outside combustion air, H atin �, x r dired vent a2pliancef, Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or ciearty marked circuit breaker(0ectnc) f iorcutoft(cas)must be provided. External or built-In heat trap reg ui red for ve ritical pipe ns e[§, Swimming 612.1 1 Spas&healed pools must have covers(except solar heated). Non-commercial pools must have a (;A Pools pump timer. Gas spa 6 pool heaters must have minimum thermal efficiency of 78%. Hot water Pres 612.1 Insulation is required for hot water circulatin stems(Includln❑heat recovery units) _ - Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG__ • nVAC Duct 610 1 All ducts, rittings,mechanical equipment and plenum chambers shall be mechanically attacned Conatructlon, sealed,insulated and installed in accordance with the criteria of Section 610 1 Ducts to attics must oe n_sutauon�Inetaliauon insulated to a rninlmum of R•6. rtvAC Controls 607 1 Separate readily accessible Manual or automatic thermostat for each system .;.r,tn^,aRECTICrrS. :r!sae 1 r0cW he R•varua d he r>StkW Deng added to eadt owponent and the Waerlcy levels of the egLa rrleN being installed.Al R•vakres and efFaciemas it Wed must meet a axCew Che tmrrwn rdKu ism :Tnpxara aro equpmen miner*rV added ria rergvaaad may be kA blank : .+3U7W Of'k V Oemmirhe the perreriage of new glass b mirdkrhed Boor srsa'n he adSom as blows.Total the areas d al glass windows,sidng lass doors and dosrw bass aro add 110 he prg�iots btaL low gess n oxing exfsror wale k gS low me arra d Dp nar erUca iec rerrnaed a arriose4 by the atltlitim,sari arthoarrt equal b M btal ares d this glass tney tis su�tacted barn ria bid pass a res Dmde pne a�lateo }ass area heal q rine ardtorhed los area d the addeal bk*ply by 100 b get the parceri Frd he WWW glees percentage viler 0z h Your oak7lated peroeriape fats on Table 6G2.Rescrom are gNw tit't e q9e a qLa� sl r o role panel arhd M owRhsrhp(0M paled with a talar heat qan coandeN(SHGC).For a p,.en peas type sand aatwq,he mirlm n solar hast gen melfdenl allowed k specified Aaral glass wn0owe aria coon xPrism r,re awm rats d tht hast and being ransfaled n ria 411ft W rd hays b Wnpy h11r1 the orerfharhg and Solar had gm owillimrr requirnerts on Tato WG2 Al new past In Che Wdrlon mat meal the regtirrre'r a x*a in opovs n ne glass pwm'Mge ntagory you n1ici . Tho arertwV(OH)dktarhoe k Meau,ed parpen ia4ry from rhe las Of rb glass b s par*9*Ander the eutemhost edge of he wertwq -&A)N A 7CNS W Y.Replaoemerc glass needs b meet ata di requremerra.Any Glam"anal solar heat gain wdderr may be used br On areas wtich are under at least a low bot overhang aro inose owes; us r erera VTO awl 8 fast Irom the C,4".Glass areas berg rerovalad t al do WNW his aileria mast be either WV*-pwv Cried,dottb-pane dear or dabs-parhe 6rlted. S'7E)AS mor"rthen new system''is r6WW for system istaV. :x pea^2 vlorrmox req,resle0 ah Cie hop hal d page 1. N"7i T,RaWrerr o for Sahel AdAorhs aro RarhwaDors',Table 6G3,and dried Y aMmble barns. v x V,d c pale rr*-O~Agenr certf zabon miemaN on page 1. -2- jj CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 'f ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032824 Date 4/21/06 Property Address . . . . . . 1629 N LINKSIDE DR Tenant nbr, name . . . . . . INSTALL GATE Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- PELLICCIOTTI , JANET OUTBACK FENCE & DECK INC 1556 SOUTH STATE RD 53 ATLANTIC BEACH FL 32233 MADISON FL 32340 ---------------------------------------------------------------------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CM OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. r J!° BUILDING OFFICIAL g CITY OF ATLANTIC BEACH Cc. BUILDING I ZONING DEPARTMENT D. Hgins F rd 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # -A-9 94 Property Address: I O A-I L'I K tL112'n d 6 Applicant: Oakbacx avm % �.{�I 1 I �� • ti� Project: T=Approved pplication has been: F-1 Reviewed and the following items need attention: Please re-submit your arx:�:x on when these items have been completed. Reviewed By: Date: Date Contractor Notified: w CITY OF ATLANTIC BEACH FENCE PERMIT APPLICATION Date: , PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Job Address: /e :z g / A/, A1 L/�,s, T t e- 1'3c,61 G- . �j 2'2 3 Owner's Name: tJ� % f�!%L L. f p /, O j%/ / Address: H + Phone: C7 Legal Description: Block Number: Lot Number: Zoning District: Fence Contractor: 0&71 j ch, �i� 1 0 ,::::C k Address: /55Y- 144v V< 5 3 5o u / ld-- _ Phone: ©c,_L{ ?�f -74752- City:�/1 lSG}G✓ %�G- State:, r 7 Zip: 23 1t-G Fax: r�lSc7—yl'73 — 3 Type of fence and materials to be used: ,/. Valuation Of Fence: Ulfiterior Lot ❑Corner Lot ❑Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Tree Protection: ❑NO. Applicant certifies that no trees will be removed for the installation of this fence. ❑YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) Address and contact information of person to receive all correspondence regarding this application(please print). Name: 0 1-72 cr Hri-,-fl- Mailing nMailing Address: �'� ti s 7"/J / ✓/c�x �3c/'} Phone: �(Ds— 8 LrFax: ')L Lt. y l 02 E-Mail: 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 1 Revised 3/04/04 I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: Date: 4�Z1311 0 0 6 AS TO OWNER: Sworn to and subscribed before me this � day of Aprz 20 O(D . State of Florida,County of Duval Notary's Signature: SUZETTE DEL PEZZO MY COMMISSION#DD 296418 (Personally known a EXPIRES:March 8,2008 ❑ Produced identification BwdedThru Pichard lnsuranceAgemy Type of identification produced Signature of Contractor: Date: AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 2 Revised 3/04/04 MAP SHOWING BOUNDARY SURVEY OF &R.r0,fr ,14T%9 lOMA��?108__— AS SHOWN ON MAF OF eZ V ZMI&51,00 tIAorlr AS RECORDED IN PLAT 860K_4 PAQES • " JFPOF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. )Wze,JOE AtrAgmigg 4&—A—A NOTE BEARINGS SHOWN HEREON ARE BASSO ON THE ABO MENTIONED PLAT. W M . A Q IMOM17C C OA 04 4W rd: dA,vEr AEZ1.14WOM QL.0 1'46pulft le-44 NAM1011144 rmuz 1AIJ440.4we Gjd. MFAMPOLIMM 777U& 4t 6&oo4RAAtrY e4- �,�, r aF s�cr�Qry t3, m �v��i� 2 saur� �7Alur�E e9 0,457 bk �u��.�cs©o'er •so•da • dnNCR�f� City of Atia c Beach Q Nnning and z Department ; M Thio . varFtiss oompMa wilt+ eppllasbN !8•a ;, coning, aubdirisian ssid ►hsr local land devsiop t reguistions, s not oonsft is ; approvsi the hausnos pwrm. Complianceto and odwm Z'4.3' /a^•a � �y i umm CtIY of Aftntlo �•$rQ/4�y.� /L'�`L� g� 10 144" 1 A fiNisk�iaao fc.Ux�/� . y ;0 t4.4 , O ,. % � !dp• i ,,,. ;.4Y,GB 39. 0• • ', `' `` y.�z'pts A� .P, a l fA/l�.�'//7F• DPll,4" MOW7# 6 d•QAYW,-orxv) , ,,4,,?r of S6C710AI S, MWAISAIIP I SO4A ✓ R,9AIarS e9 45-457- f /� �/� , a AV wi R'' w J r .+C .iii 4�L!•f 1 OP r .,....�.r.--r'W:.w� {.-�.r.x+.+isll x.=•ri.��', 77- �� caNca�r� t� P4rlC d q} 14•3' o�� ,err fA . 1 � l�'!N/BN r+'LAA,O BL.rrl4!g�1 '�m ,7 'lie n K ' . • ;' , .x'89-�G.fbJc/ ' ' h•`; TA �a ,s,7' , B,7' b o(y ';i I • �+� �+ I til I (3 Ao 'god F/IIIA[ ovareg P'Quv"d 4". �hts , rAh`r�'at./T L�k/EG• L"rry �- � .vp ,e'.' �+,ci �.c�au�. 1 HEREBY CERTIFY THAT THIS SURVEY PERFORMED UNDER MY RESPONSIBLE DIRECTION,MEETS THE MINIMUM LEGEND- TECHNICAL STANDARDS FOR LAND SVRVEMPS IN ACCORDANCE WITH CHAPTER 61017.4,FLA,ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER CEFM YTHAT THERE ARE NO VISIBLE ENCROACH- MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY. 1/21,PDIINDIRON .0 1!9"iET IKON•L.i.iTOt FLOOD CERTIFICATE: TH6 LIFT SHOWN HERRON IS IN PLOOD i.R.t. StRLDIN4 RESTRICTION LINA ZONE ,.A• AS SHOWN dN THS MOOD INSURANCE RATE +CLAR ON moASSOCIATES, INC. 6 CENTRAL ANGLE MAP, COMMUNITY PANEL N° tZ0073"� OLX/Q , DATED 4119419 1E42 NALDO AVit,JACKSONVILLE,FLA 22207 A R"ws A AAO DISTANCE ON, CHORD DISTANCE "1JY4!/7�7 JO , s A.C. POW Of OLIAYATUIIi 4�/ SURVEYED 19 _.....� _ PT, POINT GP TANGENCY IETERED SURVEYOR N0.Jima/v FLA. P.A.O. POINT OP Romans cum SCALE: Lr S� �• ��,� P. POINT CP COMPOUND cum Ale,;!sol FIELD BOOK -43- y PG. 49.�.�.,.....�...w AGENDA ITEM#8D JULY 25,2005 CITY OF ATLANTIC BEACH CITY COMMISSION MEETING STAFF REPORT !� - AGENDA ITEM: Request for a Waiver from the Land Development Regulations to exceed the 50% Impervious Surface Area limit to allow for an addition to a residence within the Selva Linkside PUD for a lot located at 1629 Linkside Drive,North. SUBMITTED BY: Sonya Doerr, AICP, Community Development Director Rick Carper,P.E., Public Works Director DATE: July 14, 2005 BACKGROUND: The Selva Linkside PUD was approved in 1987, and developed prior to the City's adoption of the 50% Impervious Surface Area (ISA) limit in November of 2001. Subject property was originally built to--58%ISA coverage. Public Works and Planning staff have interpreted that the 50%ISA limit applies to all new residential development/redevelopment throughout the City, although the PUD provisions in Division 6 of the Land Development Regulations do not expressely state that the 50% limit applies to PUDs. (Any new PUD approved after November 2001 has been required to establish the ISA limit within the PUD documents.) The property owner wishes to construct a 528 square foot (SF) addition to the rear of the existing residence,which will result in a net 384 SF increase in impervious area and 65%ISA coverage on this 5000 SF lot. The property owner states a request was made to replace the 749 SF of concrete driveway with brick pavers, which would have essentially compensated for the requested increase in ISA,but was denied by her Homeowner's Association. Section 24-46(d)permits the Commission to authorize limited Waivers,on a case-by-case basis,from specific provisions of the Land Development Regulations when it is demonstrated that compliance with such provision would be unreasonable, in conflict with the public interest, or a practical impossibility. In considering any request for such a Waiver,the Commission may require conditions as appropriate to ensure that the intent of the Land Development Regulations is enforced. The intent of the 50% ISA limit is to address stormwater and drainage impacts that may result from over development of lots,particularly in areas of the City that do not have a master stormwater system that has been permitted by the City and/or the St.Johns River Water Management District. While the Selva Linkside subdivision is an older project,it does have an internal master stormwater system that was permitted by the SJRWMD,and this system continues to function as designed and constructed. In most cases, strict application of the 50% ISA limit would prohibit the construction of additions to residences within the Selva Linkside PUD. This may be unreasonable given that these homes are rather small (1600 SF heated area). Staff does not consider that the addition of 384 SF of additional ISA is likely to have adverse impacts to the stormwater system within Selva Linkside or the City at large. RECOMMENDATION: Consider approval of a waiver to the 50% ISA limit, allowing for a maximum ISA of 65%for a lot located at 1629 Linkside Drive,North. However,Staff anticipates that similar future requests, may come from Selva Linkside residents, but recommends that any such request should be considered individually. ATTACHMENTS: None. �_ -7� � Q� v��Y�C� l r.-C. ��.f' .r``f L..,G w�',� a + ��!"'r..,,- �I �� July 25,2005 regular meeting AGENDA ITEM#81) JULY 25,2005 BUDGET: No budget issues. REVIEWED BY CITY MANAGER: July 25,2005 regular meeting