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1305 Seminole Rd (vault) PERMIT WORKSHEET Certificate of Occupancy Job Address: Type Work: 130r) St1vltNOtk ROAD RAA R Property Owner: 7004y COLt.,AZ. O Phone # Contractor: Phone # P. 5 . Y,11,1-1 PN G'�N'�t�A1. Permit#: 04 - Date Issued: 1) 3 161 L, Building Inspections: Footing Slab Tie Beam Lintel Nailing / Sheathing Framing / Cover Up 3-2'ds Insulation 3— �DS Final Building Tree Permit# YES NO Date / Copy to Electrical Permit# 5-30 �� JEA Temp, Pole Permit# 2g 9 Date/ Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric 3 O5 Released to JEA L} v S Temp. Power Released to JEA Temp. Pole Released to JEA Final Released to JEA Mechanical Permit# 1 04 " Inspections: Rough 2 Q Final Plumbing Permit# Inspections: Rough / Underslab Topout Water/ Sewer Final Drainage Inspection: Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# Inspections: Nailing / Sheathing Final �— Fire Inspection: Failed Inspections: Date Paid: N44--Up(31) attlr6 Z"2Z-US Date Paid: BP200I01 CITY OF ATLANTIC BEACH 10/05/09 Application Inquiry 10 : 05: 25 Application number . . . . . : 04 00028974 Application status, date . . : CERT. OF OCCUPANCY 3/31/06 Property . . . . . . . . . . : 1305 SEMINOLE RD RE number. . . . . . . . . 171896-0000- - NCR OLD ACCOUNT NUMBERS. . . : AB04094 Zoning . . . . . . . . . : TBU TO BE UPDATED Application type . . . . . . : RAAR RESIDENTIAL ADDITION/ALTERATIO Application date . . . . . . . 9/09/04 Tenant number, name . . . . . RAISE ROOF/ADD PORCHES Master plan number, rev'wd by: KB Estimated valuation . . . . . 150000 Total square footage . . . . . 0 Public building . . . . . . : NO Work description, qty . . . . Pin number . . . . . . . . . . 779496 Application desc . . . . . . . Press Enter to continue. F3=Exit F5=Land inq F7 Appl names F8=Tracking inq F9=Bond inquiry F10=Fees Fll=Receipts F12=Cancel F13=Val calcs F14=Misc info F24 More keys 5 MIN. RETURN ��/ Book 12026 page 864 PRONE # 'L6 - NOTICE OF COMMENCEMENT State of f—"otem Tax Folio No. County of tOk, To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved:�;—q ? �,-S �Cl E" S&Z ^4 l l4 J Address of property being 1 P n Oved: 1SC�.v:iilo P 621. General description of improvements: V &�uv [J Owner. 66�1l(tt2 Address: 1 arc Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): j Name: Address: Contractor: S 1 U f- Address: '3 `-j 6 C 16 S Phone No: Fax No: GiOq d!s' Oq i U ��-Surety (if any): Address: Amount of Bond $ Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: V Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other C'documents may be served: Name: Address: Phone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in -- Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). — Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1) year from the date of recording unless a different date is specified): THIS SPACE FOR RE�SHER'S USE ONLY _ OWNER `�� A 200428 Si Date: ook: 12010N' Before me this day of in the County Page: 864 Filed & Recorded of Duval, State of Florida,has personally appeared 09109/2004 09:36:27 AA 70/1-/ Co/14?0 11M FULLER Notary Public at Large, State of Flori a,County of Duval. CLERK CIRCUIT COURT Cit/ 041 DUVflL COUNTY 5.00 My commission expires: n� RECORDING s 1.00 Personally Known:_ � or TRUST FUND ; 1.00 Produced Identification: ��CAM�R COPY FEE S 4.00 cOMMISMN 0 CC958983 REC ADDITIONAL EXPIRES 91187004 BONDED THRU ASA 1-888-NOTARY1 ■ ■ ■ ■ CITY OF ATLANTIC BEACH BUILDING AND PLANNING '1 �t TAR 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 Telephone: (904)247-5826 Fax: (904)247-5845 VWM.COAB.US FAX To: �� L t 1��.L Fax #: From: SOUP"f Date: 7.0� Pages: Z Re: ❑ Urgent For Review ❑ Please Reply Notes: ` ord CITY OF ATLANTIC BEACH �D.�_ � Ford— co), c r S, BUILDING / ZONING DEPARTMENT Do l 800 Seminole Road J 'r Atlantic Beach,Florida 32233 ----- ,...: (904)247-5800 RECEIVE D tr J (904)247-5845 Fax CITY OF ATLANTIC BEACH BUILDING &ZONING SEP -9 2004 PLAN REVIEW COMMENTS Permit Application # _ - z 89'1 L- BY: � Property Address: C�1� G:.-kI apt C:--. . Applicant: �S • 6 t-�l�� E1.1 �nJ°�L L �SIST-- Project: Poc; CI&Vr pir�n Foar-43rS This p mit application has been: Approved u Revi ed a d theoIII ing it16iQ§ atten '5�-ka uc.i wcz.A-C. i �k C4V 6t � Ccu,Pxz_kl&,3 o D•� � 5 5� t o s P��S D�iLs- f Ikq ^ Please re-submit your application when these items have been completed. Reviewed By: Date: (13 (o� I W D H nir= CITY OF ATLANTIC BEACH 2004 BUILDING PERMIT APPLICATION .:� (Alterations & Additions) s;� BY .._ ... ' Date: �7�0 h� Job Address: —/30-5 �� /hy le Vey/ Owner of rtY�ProP e Go a-zc, ,,nn 1 �� < �[' � �T� �� 3a � Telephone: Address: �,��t p Legal Description: Block Number: I Lot Number: 1 / Pr j Zoning District: Contractor: Q5 L�(C L9_�r_N Cc)A,1T-24 t JV iel S• State License Number: e'I G 15"V y ,5� Contractor Address: in-f Ci/C-& '!( 't (A& 3 a- Cl4 Telephone: 110� (nncl FL GIoK 3e� 030 Describe proposed use and work to be done- 64'-L Present use of land or building(s): �. Valuation of proposed construction: What are the dimensions of the added space: feet x feet Will the added area be heated and cooled? New electrical or increase in service? i�CS Add plumbing fixtures?NY-s— Add fireplace? t1b Add heating/air conditioning? s _ 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? 1XNO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. 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 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, Ownd/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.ei.atlantic-beach.fl-us Revised 8/04 Page 2 MAP SHOWING BOUNDARY SURVEY OF LOT 9 AND THE SOUTHWESTERLY 15 FEET OF LOT 10, EXCEPT THEREFROM THAT PORTION OF SAID LOT 10 DESCRIBED IN DEED FROM WALLACE A. BROWN AND JANICE N. BROWN, HIS WIFE TO FRANK J. TASSONE AND JOSEPHINE T. TASSONE, HIS WIFE, RECORDED IN DEED BOOK 1762, PAGE 600, ALL IN BLOCK 1, SELVA MARINA, UNIT #1, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 23, PAGE 4, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. I CERTIFIED TO: ANTHONY COLLAZO, STEWART TITLE OF JACKSONVILLE, INC. , ALLIANCE MORTGAGE COMPANY AND WATSON & OSBORNE, P.A. SEMIN01.E ROAD AKA. COUNTY ROAD NO 667 100' R/W PER D.B. 790, PAGE 248 N 47'Wr'10i Ts' 1 (j?)25.00' � N 4T26'10' � 124.84' N) 1/2` 1/2" HEARING REFERENCE UNE N'AY R 112' P.G M£TER 4.3' ��- 1� 91-99- (M) CA7LNPlC �J "1`j I 0.3' BA-9N �!1 74. ... 21.e' .ccwc. '`ittial1 01009 LLL 4' dc V V YARDz we m 15.4' r 17.7' Q Lai od 4 L1RA/N o p UUecc45.1 cOVb I `- 'K CONC SOT 8 " t—x-Lx u�i m�i 1-S7X7RY BLOCK z .__ x'�- 25' �'Q i��pp 2 FRAAIE RESYDENCE ,1D� 1 i PLAS a U w NO, 1305 J =h N I AIC p�� to 3.4' 25.1' LOT 10 Z I x P EQ n 15.4' 117.6' PAG 24.1`` 18.2' m 16.T m P '' I 0.2' • _ I h^. CANE _ 2.5:"� POOL R2 5.8' ' 30' DRAINAGE / X 2 I EASEMENT \ /� /LOT 0 9 A3 L.. C/< LOT 36 � / O // � y1� �b� \ \ 2' 021. LOT 35 0.1' 1 . (c) 8 0 '°� +' �4�1'� S LOT 32 TA EY0BEARINGS ARE BASED ON ®ffiiBEQ�AUA OTE�at P BOO 23 PACE2.STRUCTURE NO. 1305 SHOWN HEREON UES WITHIN FLOOD TONE x AS BEST DETERMINED FROM F.E.M.A. F1000 MAPS PANEL N0. ? DATEDssOcIATED SURVEYORS INC, 5.THIS 15 A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, Climate Zones 1 2 TABLE 6C-1; PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS(600 Sq.Ft.and Less),RENOVATIONS TO EXISTING BUILDINGS AND SITE•fNSTALLED CO'.IPONENTS OF MANUFACTURED HOMES• COMPONENTMIMMUPd INSULATION INSULATION INSTALLED fdlM".`U" INSTALLED CIO Concrete Block _ EQUIPMENT EFFICiE`tCY Frame,2'x 4' R-r ._ EFFICIENCY - R-11 Central A/C-Split SEER = 10.0 * a Frame,2'x 6" R-19 z SEER = CGmmon,Frame R 11 -- - -- - o C-*A�° Sir,gfe Pkg. SEER = 9.7 SEER = ---_ Common,Masonry R_3 --- o Rnom unit br PTAC EER 8.5' EER = Under Attic R-30 ` Electric Resistance Single Assembly;Enclosed j �I#� ANY z Frame a Heat pump-SpOt HSPF � R-Y9 z = 6.8 HSPF = w Metal Pars R_13 - -- - < S!ngie Pkg. HSPF = 6.6 HSPF = ---_ w Single Assembly;Open R-10 ___--_ w Room unit or PTHP - Common,Frame R-11 - -- COP = 2.7` HSPF/ COP Slab-on-grade No Minimum Gas,natural or propane AFUE = Raised Wood R-19 '� -- .78 AFUF_. _ Cr oRaised Concrete --------_ Fuel Oil AFUE = R-11 Common,Frame R-r __ i8 AFUE _ ._.- In unconditioned space - r CrElectric Resistance EF = R_6 .88 EF = o In conditioned space No minimum �T Gas; Natural or L.P. EF = .54 EF = _- Fuef O!! EF = - ----- T BLE 6C•2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIO S ONLY See Table 6-3,654 EF = - -7 Maximum ercen'a a foss to Hoer area a'bv,ed is select 2d b pe overl)an len th and solar heattin wefficient. Maximum% _ GLASS TYPE,OVERHANG,AND SOLAR HEAT GAIN COF_FFICIE.�7;RFCyLIIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 3^9a Single Double Single Double UP TO 4o% _ Single Double UP TO 50% Sinofe Double ' .87 0 .78 7_ -.87 f'- �S_fC _ 1 .75 0 .61 NOT 2 .78 3'-.78 0 .57 ALLOWED 1 .61 NOT 2'-.61 0"-.44 ALLOWED 1'- 44 Get certified SHGC from the manufacturer pr use defaults: Single clear SHG._.-.87,double clear gH =.78 GC=.78;and single tint SHGC=.75 TABLE 6C•3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS (SECTION;_ Exterior Joints&Cracks ! --- _REQUiREMEMTS _- Exterior Windowrs&Doors 606.1 To be caulked,-gasketed weather-str! erJ or otherwise--sealed. --- CHECK 606 i Max.0.3 cfm/s ft window area`.S r m sc`ft.door area. Sole&Top Plates -`- - -� - - _ _ 606.1 Dote plates and penetrations through too lafes of exterior walls must be sealed. _Recessed Lighting 606.; _--- - - Type IC rated with no penetrations(two alten�-iatives allowed). Multi sto Houses 606.1- Air barrier on erirnetcr of floor cavies betvdeen floors, Exhaust Fans 606.1 Exhaust fans vented to unconditioned spare shall have dampers,ex cept for combustion Combustion -I - devices with integral exhaust ductwork. Westin j 606.1 Combustion space and water heating systems must be provided with outside combustion air, Heating �exce t for direct vent apliances. ---- Water Heaters --I- _I -�---- -i 612.1 ;Comply with efficiency requirements in Table 6=12. Switch or clearly marked circuit breaker(electric) or cutoff rats) us#be o ovided. Ex a a or built-in heat trap required for vert-> ica�pipe r1__se s_ Swimming -...L.-._-__-LeLp� -- Pools&Spas I 612.1 (Spas R heated pools must have covers(except solar heated) Non commercial o Hos Water P#pes --____-� -1 pug timer.Gas sot&poo!heaters must have 91- imum thermal efficiency of 7896. --j _ Pools must have a �61 insulation is required for hot water circulating systems(incl-uding heat recov- e y_ u-_nits) Shower Heads Water flow must be restricted to no more than 5 aligns er minute at 80 PSIG. HVAC Duct - - no g__p ----- Construction, Alf duras;fittings, mechanical equipment and plenum chambers shall be mechanically attached, insulation&Installation (settee;,insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be ------ J Lnsulated to a minimum of R-6_ _ H1/AC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. SEN=RAL DIfiEC?IOP:S: 1.On Table 6C-1 indicate the R-value o!the insulation being added to each cemor!tent and i;re eiiiciency!eve�s of(he erpiipment heirs slatted.Ali,.� � Components and e.Tilopp nl nehher being added nor renovated may be left bla,.is 9!aiues and e?+!cieildes;vtalled must meet or exreetl the minimum values!isfed. 2.AODMONS ONLY.Detem foe the parcenl e3e n#new gG1ss to conditioned(!oc'area.n the acitlition as follows.Intal the r glass and addit io the pre�tious fatal.Wi)an glass in existing exta!Inr tvails b being rameved o ane used ny ire 2tldfficn,an amrn!nt aqua!to the total are ' a eas in a rUa`cs vn�ous,re glass door;and glass dcapanels.Double the area of all non-vertical roof isinds rDN)lbyfane)Rn the ova d!fior.Mullin lyi)yi00togel!hepercent.Find thelarg�slgiassperrenta(eurulerwi:irhycrca!ruiated errenia�t (S ogle or Darhfe pane)and the av°rh+^g(pv paired 4N!h a solar heat qan casrnnont iSHGC).For A Sven g!nss lyre and wmlideng the min mum S a Of-trns pass may be subt acted from the total gals area.Diode the adjusted prevous!yinfheextelxwe4sorrhenouseandbefngranstaNedinO)eaddiiicndornihaystoromDlywinihoovernangandsoarheatonneo p g. ffison Table 6C-2.Preifled.esaregventrythetypen gloss to:Dna n the o a..,�at gain coefANenf ello:•ied is specetl.Actual glass wlndrnvs and doors Of haoSO ONLY, R'giessoerer!agora?eOayyouindicatel.Theoverhan r atricientregrdremenisonTable6C2.AN nerrg,assmM)eadAGWi3l us(meet(herequirement 3.RENOVATIONS ONLY.Replacement glass needs to meat the foi!o:v;no renuiremenlI dgtance is r arcLs rm haat gain c arj c nt may Ile used for remand cufarty„G, the!tee of Ino glass!n a point directly under the,%tsnncst edge of the overhang dnaa DIN SYS flit i,Xtar,6 feeliirDm fie gled)ang lass areas belga r n0�8ted IMI d0 n01 Meet Ihls f 1lP.+la IA❑af I7P.P.Ilhar S;nq+F.-pane tinted,double-pane villdlear r re lind-pane lined. 4.BUILDING SYSTEMS.COmD!y)Vie news stem is insfa!!e.! class areas vA ch are underal!east a tyro foot ova hang and r, hose}awed edge 5.Complete the information requested on the lf d o'system installed p!ta!f of Deg,. 5.Read°Minimum P.egrM6r ents'cr Small Additions antl RP,nova,;ions Table 6C 3,end ci)erk al'tori cab a items 7.Read,sign,and dote ihe'•Owner/Agent"cerillication sir femen!on nape f. -2- FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC-01 Residential Limited Applications Prescriptive Method C NORTH 1 2 3 Small Additions.Renovations&Building Systems Cemp:ianee wth Method C of Chapter 6 of the Florida Energy Effciency Crede may he demonslrated by the use of Form 600C-01 for additions of 600 square feet or fess,site-installed components of manufactured homes,and renovations to snGaand m=!emilv residences.Altemative methods ara pry;ded fa additiors by use of Form 6008.01 or 600A-01. PROJECT NAME: WL"_ZCI BUILDER: AND ADDRESS; t e - PERMITTING CLIMATE _ q,e. OFFICE:M ZONE: Z []2 03 OWNER: PERMIT NO.] I JU ?�RISDICTION NO.:; jn 111 SMALL ADCITICNS TO EXIS'ING RESIDENCES(600 Scuare feet or'ess c'conditioned area).Prescriptive requirements In Tables tic-1,6C-2 and 6C-3�app!. only to the coni onents of;he addition,�nct to the existing bullding. Spare besting,cooling,and water heating equipment efficiency levels must be met on than egdrmant is installed specifically to serve the addition or is being installed in conjunction with the addt;on ccns!n:ctior. Components separating unconditioned spaces from conditioned spaces must reet the presorted minimum insulation levels.RENOVATIONS(Residentia!buildings undergoing renovations costing more than 30%of the assessed value cf the boding).Prescdp:ive requirements in Tables 6C-1 and 60-2 apply only'e ne cpmppnents and NApmenl being renovated cr replaced.MANUFACTURED HOMES AND BUILDINGS.00y,site-installed components and features are covereobythis form.BUILDING SYSTEMS Comptywhe;icompfelenew system Isinsta"ed. Please Print GK 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 1 4. Conditioned floor area (sq.ft.) 4, ZO AjDk 5. Predominant eave overhang (ft.) 5. 6. Glass area and type- Single I. Single Pane Double Pane a. Clear glass \ f��t 6a. sq. ft. `. sq. ft. b. Tint, film or solar screen tib. sq. ft. sq. ft. 7. Percentage of glass to floor area 7. % 8. Floor type and insulation: a. Slab-on-grade (R-value) 8a. R= tin, ft. _ b. Wood, raised (R-value) 8b. R= sq.ft. c. Wood,common (R-value) 8c. R= sq. ft. d. Concrete, raised (R-value) 8d. R= sq. ft. e. Concrete, common (R-value) 8e. R= sq. ft. 9. Wali type and insulation: a. Exterior: 1. Masonry (Insulation R-value) 9a-1 R= _sq. ft. 2. Wood frame (Insulation R-value) 9a-2 R= , _ sq. ft. b. Adjacent: 1. Masonry (Insulation R-value) 9b-1 R= sq ft 2. Wood frame (Insulation R-value) 9b-2 R= _sq. 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: u4Wei - SEF-R/EER: IV 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/AFUE: �b• ___ 13. Air Distribution System*: a. Backflow damper or single package systems* (Yes/No) 13a. _ b. Ducts on marriage walls adequately seated* (Yes/No) 13b. _ 14. Hot water system: 14. Type: c,� (Types:elec.,natural gas,other, existing,none) EF: d *Pertains to manufactured homes with site installed components. _ I hereby certi�thattheplars acd specifications covered by the calculation are in Review of plans and specifications covered by this calculation indicates compliance compliancea En r de:� / with the Florida Energy Code. Before construction is completed this building will he PREPARED BY: _ _ DATE:�27 InSpECtOd fpr COnlpiiaRDe in acoordance with Section 553.908,F.S. I hereby certifyilding Isce vrith the Florida Energy"o'e-- BUILDING OFFICIAL: --- - - - -. OWNER AGENT: DATES DATE: -1- Climate Zones 1 2 3 TABLE 6C-1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS(600 Sq.Ft.and Less),RENOVATIONS TO EXISTING BUILDINGS AND SITE•iNSTALLED COMPONENTS OF MANUFACTURED HOMES, MINIMUM INSULATION MINIMUM INSTALLED COMPONENT INSULATION INSTALLED EQUIPMENT EFFICIENCY EFFICIENCY Concrete Block R-7 __._..-. Central A/C-Split SEER = 10.0 SEER = cn Frame,2'x 4' R-11 _ u Z -Single Pkg. SEER = 9.7 SEER = J Frame,2'x 6' R 19 - __ -- Z Common,Frame R-11 o Room unit or PTAC EER = 8.5" EER = Common,Masonry R-3 Under Attic R-30 Electric Resistance ANY U) Single Assembly;Enclosed z Heat pump-Split HSPF = 6.8 HSPF - Z Frame R-19 _ F_ Single Pkg. HSPF = 6.6 HSPF = Metal Pans R-13 w Room unit or PTHP COP = 2.7" HSPF/ = LU Single Assembly;Open R-10 _ _ -C -- Common,Frame R-11 _ ¢ COP Slab-on-grade No Minimum i °i Gas,natural or propane AFUE = .78 AFUE = 0 _ O Raised Wood R-19 Fuel Oil AFUE = .78 AFUE = O Raised Concrete R-7 LL Common,Frame R-11 w Electric Resistance EF = .88 EF = F Gas; Natural or L.P. EF = .54 EF = v in unconditioned space R-6 --- o In conditioned space No minimum Fuel Oil EF = 54 EF = See Table 6-3,6-7 TABLE 6C-2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY Maximum percentageollass to floor area allowed is selected by type,overharip length,and solar heat jain coefficient. Maximum%= Installed%_ GLASS TYPE,OVERHANG,AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UP TO 50% Single Double Single Double Single Double Single Double 1'-.87 0'-.78 2'-.87 1'-.78 2'-.78 3'-.78 0'-.75 l'-.75 0'-.61 NOT 1'-.61 NOT 2 .61 0'-.57 ALLOWED 0 .44 ALLOWED l'-.44 0'-35 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC=.87,double clear SHGC=.78,and single tint SHGC=.75 TABLE 6C-3 I MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS_ SECTION REQUIREMENTS_ CHECK Exterior Joints&Cracks 606.1 To be caulked,clasketed,weather-stripped or otherwise sealed. _ Exterior Windows&Doors 606.1 Max.0.3 cfm/sq_ft.window area;.5 cfm/sq.ft.door area. Sole&Top Plates I 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. 1 Recessed Lightin_q 606.1 Type IC rated with no penetrations two alternatives 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 integral exhaust ductwork. Combustion 606.1 Combustion space and water heating systems must be provided with outside combustion air, Heating except for direct vent appliances--. Water Heaters I 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker(electric) or cutoff as -must be provided. External or built-in heat trap a uired for ve icei e risers. Swimming 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a Pools&Spas 1 pump timer.Gas spa&pool heaters must have minimum thermal efficiency.of 78%. Hot Water Pipes 612.1 Insulation is required for hot water circulating stemsincludin heat recoveryunits). 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, Construction, j sealed,insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be Insulation&Installation insulated to_a minimum of R-6. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS: 1.On Table 6C-1 indicate the R-value of the insulation being added to each component and the efficiency levels of the equipment being installed.All R-values and efficiencies installed must meet or exceed the minimum values listed, Components and equipment neither being added nor renovated may be tell blank. 2.ADDITIONS ONLY.Determine the percentage of new glass to conditioned floor area in the addition as follows.Total the areas of all glass windows,sliding glass doors and glass door panels.Double the area of all non-vertical roof glass and add it to the previous total.When glass in existing exterior walls is being removed or enclosed by the addition,an amount equal to the total area of this glass may be subtracted from the total glass area.Divide the adjusted glass area total by the conditioned floor area of the addition.Multlplyby100toget the percent.Find the largest glass percentage under which your calculated percentage falls on Table 6C-2.PrescriptNesare given bythe Weofglass (Single or Double pane)and the overhang(OH)paired with a solar heat gain coefficient(SHGC).For a given glass type and overhang,the.minimum solar heat gain coefficient allowed is specified.Actual glass windows and doors previously in the exteror walls of the house and being reinstalled in the addition do not have to comply with the overhang and solar heat gain cop.fficlent requirements on Table 6C-2.All new glass in the addition must meettherequirement for one of the options in the glass percentage category you indicated.The overhang(OH)distance is measured perpendicularly from the face of the glass to a point directly under the outermost edge of the overhang. 3.RENOVATIONS ONLY.Replacement glass needs to meet the following requirements,Any glass type and solar heat gain coefficient maybe used for glass arm which are under at least a two fool overhang and whose lowest edge does not extend further than 8 feet from the overhang,Glass areas being renovated that do not meet this criteria must be either single-pane tinted,double-pane clear or doude-pane tinted. 4.BUILDING SYSTEMS.Comply when new system is installed for system installed. 5.Complete the information requested on the top half of page 1. 6.Read"Minimum Requirements for Small Additions and Renovations",Table 6C•3,and check all applicable items. T Read,sign and date the"Owner/Agent"certfiication statement on page 1. -2- RIGHT-J BUILDING ANALYSIS REPORT Entire Nouse Energy Design Systems Job: 8/27/04 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax 904-287-1258 Email:energydesignta_comcast net Proiect Information For: Collazo renovation 1305 Seminole Rd, Atlantic Beach, FI Design Information Htg Cig Infiltration Outside db(°F) 39 95 Method Simplified Inside db(°F) 72 72 Construction quality Average Design TD (°F) 33 23 Fireplaces 0 Daily range - L Inside humidity{%) - 50 Moisture difference (gr/Ib) - 60 Heatinq walls p�°ts Component Btuh/ft2 Btuh %of load Infiltration Walls 3.7 6311 15.0 Windows 23.9 12178 29.0 Doors 15.2 471 1.1 Ceilings 1.1 3197 7.6 N7inda Floors 26.7 6602 15.7 Infiltration 20.8 11213 26.7 Floors Ducts 1999 4.8 Other Total 419701 100.0 Component Btuh/ft2 Btuh %of load Wes. I"'°'""""°u Walls 2.9 4981 9.6 Windows 58.1 29596 57.1 Flo^ Doors 14.1 436 0.8 Ceilings 1.7 4941 9.5 E � s Floors 0.0 0 0.0 Infiltration 8.3 4466 8.6 Ducts 4712 9.1 Yam Internal gains 2700 5.2 Total 51832 100.0 Cooling at 86%SHR= 5.0 ton Cooling air flow= 553 cfm/ton Cooling at 70%SHR = 6.2 ton Cooling at 400 cfm/ton = 6.9 ton Overall U-Value = 0.160 Btuh/ft2-OF Data entries checked- wr•ghtsoft Right-Suite Residential""5.0.66 RSR29784 2004-Aug-27 21 3P39 C:1Documents and Seuingslcustomer%dy DocumentsmrightsoffiCollazo renovation 1305 Seminole Rd AV Paye 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House Energy Design Systems Job: 8/27/04 1065 Oak Vale Rd,Jacksonville,Fl 32259 Phone.904-287-5339 Fax 904-281-1258 Emait energydesignoaomcast.net Project For: Collazo renovation 1305 Seminole Rd, Atlantic Beach, Fl Notes: Desiga Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 95 "F Inside db 72 `F Inside db 72 °F Design TD 33 OF Design TD 23 ''F Daily range L Relative humidity 50 % Moisture difference 60 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 41970 Btuh Structure 51832 Btuh Ventilation air 0 cfrn Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature saving 3.0 --F Design heat load 41970 Btuh Use mfg. data n Rate/swing multiplier 1.00 Infiltration Total Sens. equip. load 51832 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1150 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 7154 Btuh Area (ft') 2936 2936 Total latent equip. load 8304 Btuh Volume(ft") 26424 26424 Air changes/hour 0.70 0.40 Total equipment load 60136 Btuh Equiv. AVF(cfm) 309 177 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Heating temp rise 0 "F Total cooling 0 Btuh Actual heating fan 2772 cfm Actual cooling fan 2772 cfm Heating air flow factor 0.066 cfm/Btuh Cooling air flow factor 0.053 cfm/Btuh Space thermostat Load sensible heat ratio 86 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ' viriGcjh-tSO't Pight-Suite Residential'I",,.0.66RSR297FA 2004-Aug-27213839 ACC�� C.Ejocuments and SeningslcustomeWy DoaamentslWrightsotRCollazo renovation 1305 Seminole Rd Atl Page 1 Calculated By: R.J.B. Page UCS 1 Date: 8/30/04 PROJECT: COLLAZO RESIDENTIAL REMODEL UPLIFT CONNECTOR SCHEDULE Rafter/ Uplift Truss Truss Truss Truss No. Ibs to Top Plate to Top Plate to Top Plate SIMPSON EJ03 -231 H2.5A EJ01 -166 EJ07 -249 EJ07 -505 EJ07 -211 HJ03 -360 HJ07 -380 HJ07 -660 SIMPSON (2) 2.5A HJ07 -525 SIMPSON (2) 2.5A J01 -380 SIMPSON 2.5A J03 -357 J05 -240 J05 -421 J05A -281 T01 -1905 2 SIMPSON MTS12 T01 -1905 2 SIMPSON MTS12 T02 -898 (1)SIMPSON MTS12 T02 -898 1 SIMPSON MTS12 T03 -2626 SIMPSON LGT2 T03 -2795 SIMPSON LGT2 T04 -1322 2 SIMPSON MTS12 y General Note: Other connectors of equal or greater strength may be able to be substituted. Calculated By: R.J.B. Page UCS 2 Date: 8/30/04 PROJECT: COLLAZO RESIDENTIAL REMODEL UPLIFT CONNECTOR SCHEDULE Rafter/ Uplift Truss Truss Truss Truss No. lbs to To Plate to Top Plate to Top Plate T04 -1322 2 SIMPSON MTS12 T05 -7942 SIMPSON MGT T05 -7946 SIMPSON MGT T06 -1045 2 SIMPSON MTS12 T06 -1423 (2) SIMPSON MTS12 T07 -4410 SIMPSON HGT2 T07 -4514 SIMPSON HGT2 T08 -1499 2 SIMPSON MTS12 T08 -1499 2 SIMPSON MTS12 T09 -771 SIMPSON MTS12 T09 -771 SIMPSON MTS12 T10 -3283 SIMPSON HGT2 T10 -2848 SIMPSON HGT2 T11 -3029 SIMPSON HGT2 T11 -2795 SIMPSON HGT2 T12 -1294 2 SIMPSON MTS12 T13 -1196 2 SIMPSON MTS12 T13 -1286 2 SIMPSON MTS12 T14 -1219 2 SIMPSON MTS12 T14 -1325 2 SIMPSON MTS12 T15 -915 SIMPSON MTS12 T15 -917 SIMPSON MTS12 T16 -1476 1 (2) SIMPSON MTS12 y � Calculated By: R.J.B. Page UCS 3 Date: 8/30/04 PROJECT: COLLAZO RESIDENTIAL REMODEL UPLIFT CONNECTOR SCHEDULE Rafter/ Uplift Truss Truss Truss Truss No. Ibs to Top Plate to Top Plate to Top Plate T16 -1478 2 SIMPSON MTS12 T17 -1437 2 SIMPSON MTS12 T17 -1376 2 SIMPSON MTS12 T18 -1460 2 SIMPSON MTS12 T18 -1411 2 SIMPSON MTS12 T19 -1478 2 SIMPSON MTS12 T19 -1439 (2) SIMPSON MTS12 T20 -1483 (2) SIMPSON MTS12 T20 -1447 2 SIMPSON MTS12 T21 -1473 2 SIMPSON MTS12 T21 -1431 2 SIMPSON MTS12 T22 -874 SIMPSON MTS12 T22 -813 SIMPSON MTS12 T23 -849 SIMPSON MTS12 T23 -784 SIMPSON MTS12 T24 -819 SIMPSON MTS12 T24 -871 SIMPSON MTS12 T25 -917 SIMPSON MTS12 T25 -890 SIMPSON MTS12 T26 -890 SIMPSON MTS12 T26 -1100 SIMPSON MTS12 T26A -917 SIMPSON HUS26 T26A -890 SIMPSON HUS26 ,NJ �y 1 Calculated By: R.J.B. Page UCS 4 Date: 8/30/04 PROJECT: COLLAZO RESIDENTIAL REMODEL UPLIFT CONNECTOR SCHEDULE Rafter/ Uplift Truss Truss Truss Truss No. lbs to Top Plate to Top Plate to Top Plate T27 -917 SIMPSON HUS26 T27 -890 SIMPSON HUS26 T28 -896 SIMPSON HUS26 T28 -864 SIMPSON HUS26 T29 -869 SIMPSON HUS26 T29 -832 SIMPSON HUS26 T30 -812 SIMPSON HUS26 T30 -812 SIMPSON HUS26 T31 -2215 SIMPSON HGUS26 T31 -2215 SIMPSON HGUS26 T32 -2828 SIMPSON MGT T32 -3278 SIMPSON MGT T33 -767 SIMPSON MTS12 T33 -1025 SIMPSON MTS12 T34 -895 SIMPSON MTS12 T34 -895 SIMPSON MTS12 T34G -1539 2 SIMPSON MTS12 T34G -1539 2 SIMPSON MTS12 ,L o l Q Cc: CITY OF ATLANTIC BEACH D. F r \� BUILDING / ZONING DEPARTMENT � sl 800 Seminole Road oer ,1 Atlantic Beach,Florida 32233 _ a (904)247-5300 FR E C E i V E J i "r ". f (904)247-5845 Fax CITY OF ATLANTIC BEACH Jrt>> BUILDING & ZON NG - PLAN REVIEW COMMENTS SEP 9 2004ENTS . Permit Application # 04- -ZS77 -7LL BY: . . .. ............ ...... . Property Address: Applicant: Project: Project: This permit application has been: Approved Reviewed and the following items need attention: - n hen these items have been completed. Please re submit your apphcatio Reviewed By: se2cQ Date: -fid�� 111 • • I I I 'l • I M r � 1 ~ Am Jr. »� _. :... ifarA r4i;tii P .. v � � w M v ANCHOR ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 4000-11 ST.JOHNS AVENUE JACKSONVILLE,FLORIDA 32205 DATE: S (904)388-1259 COMPSY: ,(_J/ CHK BY: PROJECT: /I 'r-r L < t �`i.+ , .,�, SHEET NO. 'L ALL ENGINEERING PERFORMED IN ACCORDANCE WITH ASCE 7.98 AND FLORIDA BUILDING CODE 2001,WIND LOADS, EXPOSURE 111C-11-3 DWELLING, IMPORTANCE FACTOR 1.0 MEAN ROOF HEIGHT 30 FEET OR LES;:t"Z6'' MPH WIND VELOCITY, BUILDING ENCLOSED. NOTE: CONTRACTOR AND/OR OWNER TO ASSURE ALL OPENINGS CONFORM TO PARA. 1606.1.4 WINDBORNE DEBRIS REGION: YES 1 NO INTERNAL PRESSURE COEFFICIENT = +1-0.18 END ZONE= 10% (LEAST HORZ. DIMENSION) = 10% ( J` ) _ /. S or 40% (EAVE HEIGHT) ROOF PITCH= _ DEGREES THEREFORE, FROM TABLE 1606.2A TRANSVERSE: HORIZONTAL LOADS: (psf) VERTICAL LOADS: (pst) END ZONE WALLS = -39,7- END ZONE WINDWARD ROOF = '-33•L END ZONE ROOF = -/0,0 END ZONE LEEWARD ROOF = INTERIOR WALLS = 7,. % INTERIOR WINDWARD ROOF = -43.1 INTERIOR ROOF INTERIOR LEEWARD ROOF = —/7,& WINDWARD OVERHANG END ZONE= -4`•� WINDWARD OVERHANG INTERIOR = --34..4- LONGITUDINAL:LONGITUDINAL: HORIZONTAL LOADS: (pst) VERTICAL LOADS: (pst) END ZONE WALLS= 2-7-�- END ZONE WINDWARD ROOF = END ZONE ROOF = -'A -4 END ZONE LEEWARD ROOF = INTERIOR WALLS = 19-3 INTERIOR WINDWARD ROOF = INTERIOR ROOF = -p, r; INTERIOR LEEWARD ROOF = WINDWARD OVERHANG END ZONE= WINDWARD OVERHANG INTERIOR = MAXIMUM HORIZONTAL WALL LOADS: (pst) ZONE 1E= ZONE 4E = ZONE1 = ZONE4 = COMPONENT AND CLADDING DESING WIND PRESSURES: Effective Wind Area Interlor Zone(pst) End Zone(psf) 0 - 20 sq.ft. 21 - 50 sq. ft. ,., _ ,• Gr 6, c 4Z•o 51 - 100 sq. ft. 101 - 200 sq. ft. V.A ANCHOR ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 4000-11 ST.JOHNS AVENUE JACKSONVILLE,FLORIDA 32205 DATE: (904)388-1259 COMP BY: CHK BY: PROJECT: _ SHEET NO. CEILING JOIST SPAN SCHEDI�LE SPACING LUMBER TYPE 0.C. 2X4 2X6 2X8 2X10 12 9-10 15-6 20-1 24-0 16 8-11 13-6 17-5 20-9 24 7-8 11-0 14-2 17-0 20LL%TOOL NO.2 SYP RAFTER SPAN SCHEDULE SPACING LUMBER TYPE 0.C. 2X6 2X8 2X10 2X12 12 13-6 17-10 22-3 25-5 16 12-3 16-2 19-3 22-7 24 1 10- 13-2 15-9 18-5 _ 30LL/IODL NO.2 SYP ** RESIDENCE IS TO BE CONVENTIONALLY FRAMED. THE ROOF RAFTER SIZE AND SPACING SHALL CONFORM TO THE CHART ABOVE. ROOF RAFTERS, RIDGES AND VALLEYS SHALL BE BRACED AND SUPPORTED BY INTERIOR WALLS IN ORDER NOT TO EXCEED SPANS AS SHOWN IN CHART. WHEN CEILING JOIST ARE USED TO SUPPORT RIDGES OR VALLEYS OR RAFTERS, CEILING JOIST SHALL BE DOUBLED ** ALL INTERIOR WALLS ARE TO BE CONSIDERED LOAD BEARING WALLS ** ALL RIDGES AND VALLEYS SHALL BE ONE LUMBER SIZE LARGER THAN THE CONNECTING ROOF RAFTER ' U ANCHOR ENGINEERING, INC. CIVIL ENGINEERS - LAND PLANNERS 4000-11 ST.JOHNS AVENUE JACKSONVILLE,FLORIDA 32205 DATE: (904)388-1259 COMP BY: CHK BY: PROJECT. e- j SHEET NO. eo ,T A/ 7-A,6 2 tz' L J\ r. L)'j ci-1 L Th, D.S. KIUTAN t1` GENERAL CONTRACTORS INC. City of Atlantic Beach, Sept 22, 2004 (n� Plan reviewer, The attached energy sheets& manual J, call for a five ton system. The existing res. already has a properly functioning A/C system that is tons model 4 e`dX id-d-6—o ti f_ 110 P CtP and add a new nng t e en( ire res. rr'. . i - P1PacP rPcnnnrl ac cnnn ac nnccihle ifyOU a in o. / eincerely, David S. Killian, Pres DSKGC RECCIVEC) CITYBUILDIN&7O INGCH SEP 2 2 2004 3898 Dupont Circle•Jacksonville, FL 32205•Phone(904)388-6604 Fax(904)388-0340•E-mail; DSKGC@ATTBI.COM M Y-rl z ' '^ te' ''e3 ays 5 - �-,*.�f PC WO x '' t w s F > J-7 H N�• XpY -.z; r^t , �a U S, '� _ ar..4 "SY pXW V tA4, � € 3 3� � a'` ,, 'T" a },t4. � �• ovµ, � :� i 9 � yc �`�"..t.i LT y�`§#.s;�a _• *$6,.9� �� '&. s�,,y5n,3�6.�Fr�4`` .�. ,z-� � �,�if� '�j+ � ,. '. r s� � I � t .z� + €d��f'4��,Ti iW�� i''lY��T�3��jk �'t s t t,; '* rn ••.� �°.� ,z' ,�, a,`� 5 n *�Y[ y R J4-40 , � �� a is �w MAM4 1 1,7 :+II All 1-6 1- TOM e a Sy "c A, d r sr* r � y ?� �';� '�' �' ; ago 4' '� ✓� �,rvs - �^ t� „3 -7W7`7,7-qIWRLN0 �r r - �a y _� ori i - ,. i.��A . -� 4 .. ,.. P �. �r _. i'� �., ... .... ... f t - .. •. 4 r 11�- � .3 a. . .. -• , r1�� 1j fJv,< CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD s) ATLANTIC BEACH,FL 32233 z' �r INSPECTION PHONE LINE 247-5826 -F .2111 Application Number . . . . . 04-00028974 Date 12/30/04 Property Address . . . . . . 1305 SEMINOLE RD Tenant nbr, name . . . . . . RAISE ROOF/ADD PORCHES Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 150000 Owner Contractor ---------- ------ ------------------ COLLAZO, TONY D. S . KILLIAN GENERAL CONTRACT 1305 SEMINOLE ROAD 3898 DUPONT CIR ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32205 (904) 631-7778 (904) 388-6604 ------------------------------------ --------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . Sub Contractor . . SOUTHERN COMFORT HEATING & AIR 00 Permit Fee . . . . 71 . 00 Plan Check Fee Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited ----Due--- ----- ---------- --------- Permit Fee Total 71 . 00 71 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 71 . 00 71 . 00 . 00 . 00 4 PERMIT APPROVED ONLY IN ACCORDANCE wrM ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILD o� DES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH 1 MECHANICAL PERMIT APPLICATION Date: Property Address: Owner: Telephone#: Contractor: �14�e-a�' 4�(Telephone #: Contractor Address: -ff $ �� '`� 4 Fax#: ,GMSC L :2 7-7- In consideration of permit given foldoing 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: U Electric — /�v t'-)'��• 2 Gas: LP Natural Central Utility 1 / ❑ Oil ❑ Other Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Heat _Space _Recessed _Coal _Floor Residential Air Conditioning: _Room entral m: Material 1e SC Thickness ❑ Commercial Duct Syste — Maximum capacity '2- 00 c$n ❑ New Building ❑ Refrigeration ❑ Cooling Tower: Capacity gpm Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) Ll Tanks (Number) ❑ New Installation (No system previously installed) ❑ LPG Containers (Number) ❑ Unfired Pressure Vessel Extension or Add-on to Existing pystem ❑ Boilers n JL Other-Specify f ❑ Gas Piping (`e- 5� ❑ Other-Specify //�' S �✓f LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency en/Ser 10 2I A 100014 HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Dees ription Model# Manufacturer BTU's Agency c [e C --T—We 02. C1 r�r✓'Q Z000 Serial Approving TANKS Nominal Capacity Type Liquid Manufacturer No. A enc How Man &c Dimensions Contained 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us t CITY OF ATLANTIC BEACH Ss1 J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028974 Date 1/25/05 Property Address . . . . . . 1305 SEMINOLE RD Tenant nbr, name . . . . . . RAISE ROOF/ADD PORCHES Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 150000 Owner Contractor ------------------------ COLLAZO, TONY D. S . KILLIAN GENERAL CONTRACT 1305 SEMINOLE ROAD 3898 DUPONT CIR ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32205 (904) 631-7778 (904) 388-6604 -- --------------------------------------- Permit PLUMBING PERMIT Additional desc 20 FIXTURES Sub Contractor EMERGENCY REPAIR PLUMBING INC 00 Permit Fee . . . . 175 . 00 Plan Check Fee Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited ----Due- - ---- ------------- ---------- ---------- - Permit Fee Total 175 . 00 175 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 175 . 00 175 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODE s --------------- BUILDING OFFICIAL MIT ;S s� CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION ++ Date: - -� Property Address: S e m i o LI('e e a Owner• \Flh� ��Q ZO Telephone#:Q 6 Y- &3 ) --7-77C3 Contractor: � P��v,c ej�jpolr OkAmb v►4 Telephone#:�O�I a3y q�l'7So Contractor Address: UQ r�E>�i�� PtvxPs 1Fax#: Qd'-{-330-3q-47 3aa5 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: pi Re-Pipe ( X00 o��Ci4 Number of Fixtures: Bath Tubs _ Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains l Washing Machine Lavatory Water Sewer �_ Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: o)C) X$7.00 + $35.00 = 800 Seminole Road •Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800• Fax: (904) 247-5845. http:llwww.ci.atlantic-beach.fl.us Revised 1/04 raj��✓r� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028974 Date 12/08/04 Property Address . . . . . . 1305 SEMINOLE RD Tenant nbr, name . . . . . . RAISE ROOF/ADD PORCHES Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 150000 Owner Contractor ------------------------ ------------------------ COLLAZO, TONY D. S . KILLIAN GENERAL CONTRACT 1305 SEMINOLE ROAD 3898 DUPONT CIR ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32205 (904) 631-7778 (904) 388-6604 ----------------------------------------------- ----------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . KNIGHT ELECTRIC LLC 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 PERNfrF 1S APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING ODES "4#J'*- BUILDING OFFICIAL I 'RECEIVED 0Y-2Y77V • CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION �C 8` Date: =--h Property Address: � � 5-Q� f (ld(4eOwner: �� I I �l�I� Telephone#: _ I q ;l Contractor: 1�1 l O E� (�� C C Tele hone#: Contractor Address: Ace �� 6• Fax#: a 1 � I In consideration of permit given for doing the work as described in the above statement, we herein- agree to perform said work in accordance with the attached plans and specifications which arca hereof and in accordance with the Cita of Atlantic Beach ordinance and standards orgood practice listed therein. Building: D Residence Temp ❑ New --�—�dant on this txtilding U New O Commercial Q Sigm O Increase or site,list the building U Old o Addition SSI. Ft. U Repair rO J Re-wire O Trailer Service: ICother construction is being Building Type: Conductor Size: AMPS: CO PER AL Switch orYK RAGE tt ! Breaker AMPS PH W VOL WAY Existing Service RACE i Size AMPS PH W VOLT WAY I Feeders: NO. SIZE NO SIZE NO SIZE i Lighting Outlets `-`-� CONCEALED OPEN Receptacles CONCEALED OPEN 0-iO AMPS -1).1(X)AMPS Switches Incandescent Ftuorescent & M.V. Fixed Appliances 0.100 AMPS OVFR ----- B E^ L L J TRANSFER. ! Air URRATING H.P. RATING CEUNG p KW-HEAT Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT i t Motors 0-1 H.P. VOLTAGE PH NO. OVER I H P. t PHS UNDlaR600V ow-R600V Transformers NO. KVA NO. K V A ; No.Neon Transf. Ea. Si _ Miscellaneous TEMP 1 Revised 1/04 •� `J' dW SS CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD =" ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030179 Date 4/25/05 Property Address . . . . . . 1305 SEMINOLE RD Tenant nbr, name . . . . . . ELEC INCREASE & REMODEL Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ DOLLISON, MARTHA B. KNIGHT ELECTRIC LLC 1305 SEMINOLE ROAD 13997-4 BEACH BLVD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 (904) 247-9884 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc NO CHARGE PD FOR ON 04-28974 Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 4/25/05 Valuation . . . . 0 Expiration Date 10/22/05 Fee summary Charged Paid Credited Due ---------------- - ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL rs yL��rf� CITY OF ATLANTIC BEACH S <� 800 SEMINOLE ROAD S ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 9'r 06 04-00028974 Date 10/27/04 Application Number . 1305 SEMINOLE RD Property Address • • • • ' ' RAISE ROOF/ADD PORCHES Tenant nbr, name ' . . Application description . RESIDENTIAL ADD/RENOVATE/ALTER TO BE UPDATED Property Zoning . . • . ' ' . 150000 Application valuation Contractor Owner ---------------- -------- --------------- COLLAZO, TONY D.S . KILLIAN GENERAL CONTRACT 3898 DUPONT CIR FL 32205 1305 SEMINOLE ROAD FL 32233 JACKSONVILLE ATLANTIC BEACH (904) 388-6604 (904) 631-7778 ---------- ----------------------------- Permit • ELECTRICAL PERMIT Additional desc . Sub Contractor KNIGHT ELECTRIC LLC Check Fee . 00 Permit Fee 65 . 00 0 Valuation Issue Date . • - Fee summary Charged Paid Credited Due_ ------ . 00 ------- _ ---------- ---------- ---- 6500 . 00 . Permit Fee Total 65 . 00 00 . 00 Plan Check Total . 00 ' 00 . 00 Grand Total 65 . 00 65 . 00 . 00 L1.t'( a ('h \1e Y'o tel, PERMIT IS APPROVED ONLY IN ACCORDANCE wrrH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES L BUILDING 0 CIAL CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: Property Address: 1305 5W�W-K�J`e_ - -- Owner: 7&` LA Cj 1Gz 3 Telephone#: Contractor: n rA ��C4 1 t LL Telephone#; a� •01W Contractor Address: �6 I I+ Fax#: q •ay1 �-(� 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. Building: Residence O Temp. ❑ New done on this buildutg ❑ New ❑ Commercial ❑ Signs �' Increase or site,list the building `>( Old L3 Addition Sq. Ft. ❑ Repair Permit pum�r_% ; ❑ Re-wire /�1L11 a `'� ❑ Trailer Service: if other constnn:tion is being Building Type: Conductor Size: AMPS: CO PER ._O_ALUL Switch or r�r\� W RACE Breaker AMPS Jw PH VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY I Feeders: NO. SIZE NO SIZE NO SIZE _ Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 0.30 AMPS 31.100 AMPS 1 Switches Incandescent Fluorescent & M.V, Fixed Appliances o•loo AMPS OVER B E L L TRANSFER. Air 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 i H.F. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Sign Miscellaneous i Revised 1104 Calculated By: R.J.B. Page UCS 1 Date: 8/30/04 PROJECT: COLLAZO RESIDENTIAL REMODEL UPLIFT CONNECTOR SCHEDULE Rafter/ Uplift Truss Truss Truss Truss No. Ibs to Top Plate to Top Plate to Top Plate SIMPSON EJ03 -231 H2.5A EJ01 -166 EJ07 -249 EJ07 -505 EJ07 -211 HJ03 -360 HJ07 -380 HJ07 -660 SIMPSON (2) 2.5A HJ07 -525 SIMPSON (2) 2.5A J01 -380 SIMPSON 2.5A J03 -357 J05 -240 J05 -421 J05A -281 T01 -1905 2 SIMPSON MTS12 T01 -1905 2 SIMPSON MTS12 T02 -898 (1)SIMPSON MTS12 T02 -898 1 SIMPSON MTS12 T03 -2626 SIMPSON LGT2 T03 -2795 SIMPSON LGT2 T04 -1322 2 SIMPSON MTS12 s� General Note: Other connectors of equal or greater strength may be able to be substituted. ~ 9 Calculated By: R.J.B. Page UCS 2 Date: 8/30/04 PROJECT: COLLAZO RESIDENTIAL REMODEL UPLIFT CONNECTOR SCHEDULE Rafter/ Uplift Truss Truss Truss Truss No. Ibs to Top Plate to Top Plate to Top Plate T04 -1322 2 SIMPSON MTS12 T05 -7942 SIMPSON MGT T05 -7946 SIMPSON MGT T06 -1045 2 SIMPSON MTS12 T06 -1423 (2) SIMPSON MTS12 T07 -4410 SIMPSON HGT2 T07 -4514 SIMPSON HGT2 T08 -1499 2 SIMPSON MTS12 T08 -1499 2 SIMPSON MTS12 T09 -771 SIMPSON MTS12 T09 -771 SIMPSON MTS12 T10 -3283 SIMPSON HGT2 T10 -2848 SIMPSON HGT2 T11 -3029 SIMPSON HGT2 T11 -2795 SIMPSON HGT2 T12 -1294 2 SIMPSON MTS12 T13 -1196 2 SIMPSON MTS12 T13 -1286 2 SIMPSON MTS12 T14 -1219 2 SIMPSON MTS12 T14 -1325 2 SIMPSON MTS12 T15 -915 SIMPSON MTS12 T15 -917 SIMPSON MTS12 T16 -1476 (2) SIMPSON MTS12 O l Calculated By: R.J.B. Page UCS 3 Date: 8/30/04 PROJECT: COLLAZO RESIDENTIAL REMODEL UPLIFT CONNECTOR SCHEDULE Rafter/ Uplift Truss Truss Truss Truss No. Ibs to Top Plate to Top Plate to Top Plate T16 -1478 2 SIMPSON MTS12 T17 -1437 2 SIMPSON MTS12 T17 -1376 2 SIMPSON MTS12 T18 -1460 2 SIMPSON MTS12 T18 -1411 2 SIMPSON MTS12 T19 -1478 2 SIMPSON MTS12 T19 -1439 2 SIMPSON MTS12 T20 -1483 (2) SIMPSON MTS12 T20 -1447 2 SIMPSON MTS12 T21 -1473 2 SIMPSON MTS12 T21 -1431 2 SIMPSON MTS12 T22 -874 SIMPSON MTS12 T22 -813 SIMPSON MTS12 T23 -849 SIMPSON MTS12 T23 -784 SIMPSON MTS12 T24 -819 SIMPSON MTS12 T24 -871 SIMPSON MTS12 T25 -917 SIMPSON MTS12 T25 -890 SIMPSON MTS12 T26 -890 SIMPSON MTS12 T26 -1100 SIMPSON MTS12 [��LT26A -917 SIMPSON HUS26 A -890 SIMPSON HUS26 a Calculated By: R.J.B. Page UCS 4 Date: 8/30/04 PROJECT: COLLAZO RESIDENTIAL REMODEL UPLIFT CONNECTOR SCHEDULE Rafter/ Uplift Truss Truss Truss Truss No. Ibs to Top Plate to Top Plate to Top Plate T27 -917 SIMPSON HUS26 T27 -890 SIMPSON HUS26 T28 -896 SIMPSON HUS26 T28 -864 SIMPSON HUS26 T29 -869 SIMPSON HUS26 T29 -832 SIMPSON HUS26 T30 -812 SIMPSON HUS26 T30 -812 SIMPSON HUS26 T31 -2215 SIMPSON HGUS26 T31 -2215 SIMPSON HGUS26 T32 -2828 SIMPSON MGT T32 -3278 SIMPSON MGT T33 -767 SIMPSON MTS12 T33 -1025 SIMPSON MTS12 T34 -895 SIMPSON MTS12 T34 -895 SIMPSON MTS12 T34G -1539 2 SIMPSON MTS12 T34G -1539 2 SIMPSON MTS12 o� FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 6000-01 Residential Limited Applications Prescriptive Method C NORTH 1 2 3 Small Additions,Renovations&Building Systems Compliance vdth Method C of Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 600C•01 for additions of 600 square feet or less,site-installed components of manufactured homes,and renovations to sin le and multifam N residences.Alternative methods are Rrovided for additions bv use of Form 6006.01 or MOA-01. PROJECT NAME: BUILDER: o -U-1 t-J AND ADDRESS: ` g �; ►�G`. �,�, PERMITTING CLIMATE v, i C. C3 OFFICE: yc�y4L�ZONE: 1 D 2 3 OWNER: ('O 1-L PERMIT NO.J__ JURISDICTION NO.: t SMALL ADDITIONS TO EXISTING RESIDENCES$00 Square feet or less M conditioned area).Prescriptive requirements in Tables 6C-1,6C•2 and 6C-3 apply only to the components of the addition,not to the existing bullding. Space heating,Goofing,and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition constmcdon. Components separating unconditioned spaces from conditioned spaces mus(meet the prescribed minimum insulation levels.RENOVATIONS(Residential buildings undergoing renovations casting more than 3K of the assessed value of the building).Prescriptive requirements In Tables 6C-1 and 6C•2 apply only to the components and equipment being renovated or replaced.MANUFACTURED HOMES AND BUILDINGS.Only site-installed components and features are covered by this form.BUILDING SYSTEMS Comply when complete new system is installed. Please Print CK 1. Renovation, Addition, New System or Manufactured Home 1. '1;�c 4�--- . " 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: iV0 ��- ► Single Pane Double Pane a. Clear glass 6a. sq. ft. sq. ft. b. Tint, film or solar screen 6b, sq. ft. sq. ft. 7. Percentage of glass to floor area 7. % _ 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. ft. 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. Masonry(Insulation R-value) 9a-1 R= sq. ft. 2. Wood frame (Insulation R-value) 9a-2 R= _ sq. ft. b. Adjacent: 1. Masonry(insulation R-value) 9b-1 R= sq. ft. 2. Wood frame (Insulation R-value) 9b-2 R= sq. ft. c. Marriage Walls of Multiple Units* (Yes/No) 9c 10. Ceiling type and Insulation: a. Under attic(Insulation R-value) 10a. R= Q 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: E7-l`� 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/AFUE: 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 certify that the lans and specifications covered by the calculation are in Review of plans and specifications covered by this calculation indicates compliance compliance wit Ener de., ^'7 with the Porlda Energy Code. Before construction is completed,this building will be PREPARED BV:_ _ DATE. .` inspected for compliance in accordance with Section 553.908,F.S. - - I hereby certify that t u i p e with the Florida Energy Code. BUILDING OFFICIAL: OWNER AGENT: DATE: __._. _ DATE:--_-._ - -1- Climate Zones 1 2 3 TABLE 6C-1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS(600 Sq.Ft.and Less),RENOVATIONS TO EXISTING BUILDINGS AND SITE-INSTALLED COMPONENTS OF MANUFACTURED HOMES, MINIMUM INSULATION MINIMUM INSTALLED . COMPONENT INSULATION INSTALLED EQUIPMENT EFFICIENCY EFFICIENCY Concrete Block R-7p'- Conitral A/C-Split SEER = 10.0 SEER = C0 Frame,2'x 4' R_1.t c, .........,.. Q Frame,2'x 6' R-19 -- - _?= E +.A VNSingle Pkg. SEER = 9.7 SEER Common,Frame R-11 _ o RoomunirPTAC EER = 8.5" EER = - -' Common,Masonry R-3 _ _ -- Under Attic R-30 _ _ Electric Resistance ANY Single Assembly;Enclosed - co Heat pump-Spilt HSPF = 6.8 wSPF =Frame Metal Pans R 19 - '- - t -Single Pkg. HSPF = 6.6 HSPF = R-13�j' Single Assembly;Open R-10 ��- "' Room unit or PTHP COP = ?_J' HSPF/ _ Common,Frame R-11 '- -- CDP -- m Slab-on-grade No Minimum Gas,natural or propane AFUE _ .78 AFUE Raised Wood R-!9 � Fuel Oil AFUE = 78 AFUE _ O Raised Concrete p-7 _ __ LL Common,Frame R-11 _ _ - o. Electric Resistance EF = .88 EF = __ F u., jin unconditioned spare R-6 a Gas; Natural or L.P. EF = .54 EF a In conditioned space No minimum _ Riei Oil EF = 54 EF = _ TABLE 6C-2: PRESCRIPTIVE R U REMENTS F R GLASS ARE SIN ADbiTIO S ONLY See Table 6-3,6.7 -maximum ercenta a lass to floor area allowed is selected b tjPe,overhan fen th and solar heatLin coefficient. Maximum%= installed%_ GLASS TYPE,OVERHANG,AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GI-ASS PERCENTAGE ALLOWED UP TO 20% LIP TO 30% UP TO 40% UP TO 50% Single Double Single Double Single Double Single Double LL .87 0'-.78 2'-.87 1 .78 2'-.78 3'-.78 0'-.75 1'-.75 0'...61 NOT NOT 0'-.57 ALLOWED 1' .61 0'-.44 ALLOWED 1'- 44 O'_.35 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC=,87,double clear SHGC=.78,and single tint SHGC=.75 TABLE 6C-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS __ SECTION __._ _REQUIREMENTS_ _ _ ____ CHECK Exterior Joints&Cracks 606.1 To be caulked_gaslceled,weathcr_sirippecl or atherwi to sealod. _ Exterior Windomrs&Doors 606.1 Max.0.3 cfm/sq.ft:window area;.5 cfmLsq.ft.door area. Sgle&Top Plates 606.1 Sole Plates and penetrations throe h top plates of exterior walls must be sealed. Recessed Lighting 606.1 T' a IC rated with no penetratiolls two alternatives allowed). -Multi-story Hous_es 606.1_ Air barrier on ep nmeter of floor cavity between floors. - - Exhaust Fans Y 606.1 Exhaust fans vented to unconditioned spare 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, Heatin __. __except for direct vent aDyliances. __ Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker(electric) --.or c t gas)moat be provided ,Ext41 or br�iit-In heat trap real d fobvertical Wipe misers,_ Swimming 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a Pools&Spas_ 7612.11,n timer.Gas spa wool heaters must have minimum thermal effiriencv of 78�°. Hot Water Pi es tion is required for hot water circulatinQystcros including heat recovery units). _ Shower Heads - flow must be restricted to no more than 2.5gallons per minute at 80 PSIG. HVAC Duct ts,fittings, mechanical equipment and plenum chambers shall be mechanically attached,Construction, ,insulated and Installed in accordance with the criteria of Section 610.1. Ducts in attics must beInsulation&Installation, ed to aminimum of R-6.HVAC Controls ate readily accessible manual or ati omatic thermostat for each system. GENERAL DIRECTIONS: 1.On Table 6C-1 indicate the 8-value of the insulation being added to each component and the effidency levels of the equipment being installed,All R-values and efficiencies installed must meet or exceed the minimum values listed. Components and equipment neither being added nor renovated may be lett blanlc. 2.ADDITIONS ONLY.Determine the percentage of new glass to conditioned floor area in the addition as follows.Total the areas of an glass windows,skding glass doors and glass door panels.Double the area of all non vertical roof glass end add it to til a prey ous total.When glass in Mating exterior wails is being removed or enclosed by the addition,ell amount equal to the foist area of this glass may be subtracted from the total glass area.Divide the adjusted glass area total by the conditioned floor area Of theaddlllon,Multiplybyt00togel the percent.Find the 181'gMt Offis Percentage under which your calculated percentage falls on Table 6C-2.Prescdptivesare given bythe type ofglass (Single or Double pane)and the overhang(OH)paired with a solar hear gain coafflrlem(SI-1010).For a given glass type and nveihang,the minimum solar heat gain coet6clent allowed is specified.Actual glass wlndows and doors prevouslylmheextedawailsoftilehouseandbeingreinstalledintheadditiondono(havetocomplywithiheoverhangandsolarheatgaincoefflcientrequirementsonTable6C-2.All new glass InOle addfionmust meet the,requirement lot one of the options in the glass percentage category you indicated.The overhang(OH)distance is measured pepondicularly from the face of the glass to a point directly under the outermost edge of the overhang. 3.RENOVATIONS ONLY,Replacement glass needs to meet the following requirements.Any glass type and solar heat gain coefficient may he used for glass areas which are under at least a two foot overhang and whose lowest edge does not extend further than 8 feel from the overhang.Glass areas being renovated that do not meet this rdteda must be eithersingle-pane tinted,double-pane clear or doubie-pane timed. 4.BUILDING SYSTEMS.Comply when newsystem is insiatied lm system installed. S.Complete the Information requested on the top halt of page 1. 6.Read'Minimum Regtdremenls for Small Additions and Renovallons",Table 6C-3,and check all applirable items 7.Read,sign and date file"Owner/Agent"cedificalion statement on Delia 1. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 6000-01 Residential Limited Applications Prescriptive Method C NORTH 1 2 3 Small Additions,Renovations&Building Systems Compllance with Method C of Chapter 6 of the Ronda Energy Efficiency Code maybe demonstrated by the use of Form 6000-01 for additions of 600 square feet or less,site-installed components of manufactured homes,and renovations to single and multffamflV residences.Alternative methods are provided fa additions by use of Farm 6008.01 or 600A-01. PROJECT NAME: �- r-1 BUILDER: AND ADDRESS: �, PERMITTINGCLIMATE r � � OFFICE:'LA_ ZONE: 1 2 ❑3 X OWNER: PERMIT NO..� JURISDICTION NO.: I i SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or less of conditlonari area).Prescriptive requirements In Tables 6C-1,6C-2 and 6C-3 apply only to the components of the addition,not to the existing bullding. Space heating,cooling,and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescriber)minimum insulation levels.RENOVATIONS(Residential buildings undergoing renovations costing more than 30%of the assessed value of the building),Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced.MANUFACTURED HOMES AND BUILDINGS.Onlysite-installed components and features are covered by this form.BUILDING SYSTEMS Comply when complete new system is installed. Please Print CK 1. Renovation,Addition, New System or Manufactured Home 1. f:sT'�, •J 2. Single family detached or Multifamily attached 2. A �� 3. If Multifamily-No,of units covered by this submission 3. _ 4. Conditioned floor area (sq. ft.) 4, ?-C- 09 5. Predominant eave overhang (ft.) 5. 6. Glass area and type: 7- c Single Pane Double Pane lass a. Clear � � �'i'"�`'�'�f�" g � 6a. sq. ft. C?Qj_sq. ft. b. Tint, film or solar screen 6b, sq. ft. sq. ft. _ 7. Percentage of glass to floor area 7. _ % 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. ft. 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. Masonry (Insulation R-value) 9a-1 R= _sq. ft. 2. Wood frame (Insulation R-value) 9a-2 R= 1`^� sq. ft. b. Adjacent: 1. Masonry (Insulation R-value) 9b-1 R= sq. ft. 2. Wood frame (Insulation Fl-value) 9b-2 R= -sq. ft. 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:,tER: ...-3EgR12. Heating system*: (Types:heat pump,eiec.strip,natural gas,L.P.gas, 12. Type: „T_M gas h.p.,room or PTAC,existing,none) HSPF/COP/AFUE: 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: �t�-G.� (Types:elec.,natural gas,other,existing,none) EF: d *Pertains to manufactured homes with site installed components. I hereby certif that the plans and specifications covered by the calculation are in Review of plans and specifications covered by this calculation indicates compliance compliance h da En r �de- I/� with the Florida Energy Code. Before construction is completed this building w 11 be PREPARED BY:_ DATE: _��,{ insper_tod for compliance in accordance with Sectien 553.906,F.S. I hereby certify at this uildbng is Ice w th the Florida Energy UOtle. rrrrrr""" 111 BUILDING OFFICIAL: OWNER AGENT:_-- - ._ --- DATE: _---- _. DATE: ----- -1 - Climate Zones 1 2 3 TABLE 6C-11: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS(600 Sq,Ft.and Less),RENOVATIONS TO EXISTING BUILDINGS AND SITE-INSTALLED COMPONENTS OF MANUFACTURED HOMES. " MINIMUM INSULATION MINIMUM INSTALLED COMPONENT INSULATION INSTALLED EQUIPMENT EFFICIENCY EFFICIENCY Concrete Block R-7 _._.._ 0 Central A/C-Split SEER = 10.0 SEER = rn Frame,2'x 4' R-11 z -Single Pkg. SEER = 9.7 SEER = a Frame,2'x 6' R 19 J Common,Frame R 11 ___ _ o Room unit or PTAC EER = 8.5` EER = Common,Masonry R-3 Electric Resistance ANYLUQ Under Attic R-30 _.___ .--.___ Heat pump-Split HSPF = 6.8 HSPF _ Single Assembly;Enclosed z z Frame R-19 __--_.__-. ¢ Single Pkg. HSPF = 6.6 HSPF = Metal Pans R-13 ------------- i Room unit or PTHP COP = 2.7" HSPF/ = _. Lu Single Assembly;Open R-10 ______--____ LL, COP v Common,Frame R-11 _ R v; Gas,natural or propane AFUE = .78 AFUE = Slab-on-grade No Minimum --- Fuel Oil AFUE = .78 AFUE = w O Raised Wood R-19 --- O Raised Concrete R-7 ------- ILL Common,Frame R-11 cc Electric Resistance EF = .88 EF = a Gas; Natural or L.P. EF = 54 EF = In unconditioned space R-6 --- Fuel Oil EF = 54 EF = o In conditioned space No minimum - `See Table 6-3,6-7 TABLE 6C PRESCRIPTIVE REQ011REMENTS FOR GLASS AREAS IN ADDITIONS ONLY Maximum percentage glass to floor area allowed is selected by t e overhang len th and solar heat jain coefficient. Maximum%= Installed%_ GLASS TYPE,OVERHANG,AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UP TO 50% Single Double Single Double Single Double Single Double 1'-.87 0'-.78 2'-.87 1'-.78 NOT 2'-.78 NOT 3'-.78 0' .75 j'75 0' 161 2'-.61.61 0 .57 0' .44 ALLOWED ALLOWED 1'-.44 0'-.35 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC=.87,double clear SHGC=.78,and single tint SHGC=.75 TABLE 6C-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES CHECK COMPONENTS 'SECTION REQUIREMENTS Exterior Joints&Cracks 606.1 To be caulked gasketed,weather-stripped or otherwise sealed. Exterior Windows&Doors 606.1 Max.0.3 cfm/sq,11.window area;.5 cfm/sql door area. Sole&Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting 606.1 Type IC rated with no penetrations(two alternatives 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 integral exhaust ductwork. Combustion 606.1 Combustion space and water heating systems must be provided with outside combustion air, Heating _ except for direct vent appliances._--- Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker(electric) or cutoff(gas)must be provided. External or built-in li trap a uired for ve ica i risers. Swimming 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a Pools&Spas pump timer.Gas spa&pool heaters mast have minimum thermal efficiency of 78%. Hot Water Pipes 612.1 Insulation is required for hot water circulating stems_(including heat recovery units). 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 mechanic2allyaached,Construction, sealed,insulated and installed in accordance with the criteria of Section 610.1. Dattics must be Insulation&Installation insulated to_a minimum of R-6. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS: 1,On Table 6C-1 indicate the R-value of the insulation being added to each component and the efficiency levels of the equipment being installed.NI R-values and efficiencies installed must meet or exceed the minimum values listed, Components and equipment neither being added nor renovated may be tell blank. 2.ADDITIONS ONLY.Determine the percentage of new glass to conditioned floor area in the addition as follows.Total the areas of all glass windows,sliding glass doors and glass door panels.Double the area of all non-vertical roof glass and add it to the previous total.When glass in existing exterior wails is being removed of enclosed by the addition,an amount equal to the total area of this glass maybe subtracted from the total glass area.Divide the adjusted glass areatotalbythe conditioned floor area ofthe addition,Multlplyby100togetthepercent.Find the largest glass percentage under which your calculated percentage falls on Table 6C-2.Prescriptives are given by the We of glass (Single or Double pane)and the overhang(OH)paired with a solar heat gain coefficient(SHGC).For a given glass type and overhang,the minimum solar heat gain coefficient allowed is specified.Actual glass windows and doors previouslyin the extenor walls of the house and being reinstalled in the addition do not have to complywith the overhang and solerheat gain coefficient requirements on Table 6C-2.All new glass in the addition must meet the requirement for one of the options in the glass percentage category you indicated.The overhang(OH)distance is measured perpendicularly from the(ace of the glass to a point directly under the outermost edge of the overhang. 3.RENOVATIONS ONLY.Replacement glass needs to meet the following requirements,Any glass type and solar heat gain coefficient may be used for glass areas which are under at feast a two foot overhang and whose lowest edge does not extend further than 8 feet from the overhang.Glass areas being renovated that do not meet this criteria must be either single-pane tinted,double-pane clear or double-pane tinted. 4.BUILDING SYSTEMS.Comply eon new system is installed for system installed. 5.Complete the Information requested on the lop half of page 1. 6.Read Minimum Requirements for Small Additions and Renovations",Table 50-3,and check all applicable items. 7.Read,sign and date the"OwnerlAgerif certification statement on page 1. -2- RIGHT-J BUILDING ANALYSIS REPORT Entire Nouse Energy Design Systems Job: 8/27/04 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax 904-287-1258 Email:energydesign(q)Comcast.net Project Information For: Collazo renovation 1305 Seminole Rd, Atlantic Beach, FI Desilan Information Htg Clg Infiltration Outside db(°F) 39 95 Method Simplified Inside db(°F) 72 72 Construction quality Average Design TD ("F) 33 23 Fireplaces 0 Daily range - L Inside humidity(%) - 50 Moisture difference(gr/Ib) - 60 Heating Walls Pucts Component Btuh/ft2 Btuh %of load Infiltration Walls 3.7 6311 15.0 Windows 23.9 12178 29.0 Doors 15.2 471 1.1 Ceilings 1.1 3197 7.6 Windows Floors 26.7 6602 15.7 Infiltration 20.8 11213 26.7 F,°°rs Other Ducts 1999 4.8 Total 1 41970 100.0 • • • Component Btuh/ft' Btuh % of load uds Walls 2.9 4981 9.6 Windows 58.1 29596 57.1 Doors 14.1 436 0.8 Ceilings 1.7 4941 9.5 Floors 0.0 0 0.0 Infiltration 8.3 4466 8.6 Ott- Ducts 4712 9.1 Wyp„g Internal gains 2700 5.2 Total 51832 100.0 Cooling at 86%SHR= 5.0 ton Cooling air flow= 553 cfm/ton Cooling at 70%SHR = 6.2 ton Cooling at 400 cfm/ton = 6.9 ton Overall U-Value= 0.160 Btuh/ft? RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House Energy Design Systems Job: 8127/04 1065 Oak Vale Rd,Jacksonville,Fl 32259 Phone.904-287-5339 Fax 904-287-1253 Email energgdesign@comcast.ner Project Information For: Collazo renovation 1305 Seminole Rd, Atlantic Beach, FI Notes: Design • • Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 "F Outside db 95 '-F Inside db 72 °F Inside db 72 F Design TD 33 OF Design TD 23 -F Daily range L Relative humidity 50 % Moisture difference 60 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 41970 Btuh Structure 51832 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 F Design heat load 41970 Btuh Use mfg. data n Rate/swing multiplier 1.00 Infiltration Total sens. equip. load 51832 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1150 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 7154 Btuh Area (ft') 2936 2936 Total latent equip load 8304 Btuh Volume (ft,) 26424 26424 Air changes/hour 0.70 0.40 Total equipment load 60136 Btuh Equiv. AVF (cfm) 309 177 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47"F Latent cooling 0 Btuh Heating temp rise 0 -'F Total cooling 0 Btuh Actual heating fan 2772 cfm Actual cooling fan 2772 cfm Heating air flow factor 0.066 cfm/Btuh Cooling air flow factor 0.053 cfm/Btlah Space thermostat Load sensible heat ratio 86 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. -VVrlglhtsoft Right-Suite Residential^"5.0.66 RSP.29784 2004-Aug-27 2133:39 C.tiDocuments and SettingslcustomerlMy QocumentslwrightsoftlCollazo renovation 1305 Seminole Rd Atl Page 1 CITY OF ATLANTIC BEACH w 800 SEMINOLE ROAD -� ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 01f1S� Application Number . . . . . 04-00028974 Date 10/13/04 Property Address . . . . . . 1305 SEMINOLE RD Tenant nbr, name . . . . . . RAISE ROOF/ADD PORCHES Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 150000 Owner Contractor - ----------------------- COLLAZO, TONY D . S . KILLIAN GENERAL CONTRACT 1305 SEMINOLE ROAD 3898 DUPONT CIR ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32205 (904) 631-7778 (904) 388-6604 ----------------------------------------- - Permit BUILDING PERMIT Additional desc Permit Fee . . . . 610 . 00 Plan Check Fee 305 . 00 Issue Date . . . . Valuation . . . . 150000 Fee summary Charged Paid Credited ----Due--- -- --------------- ---------- ---------- Permit Fee Total 610 . 00 610 . 00 . 00 . 00 Plan Check Total 305 . 00 305 . 00 . 00 . 00 Grand Total 915 . 00 915 . 00 . 00 . 00 4 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. a BUILDI G OFFICIAL RE' CEIVED CI�-•.� :3: A T BEACH NC CITY OF ATLANTIC BEACH =f SEP -- 2004 ' BUILDING PERMIT APPLICATION (Alterations & Additions) L!L _____ Date: �1L T Job Address: J705 /h.)level/ j4Q Owner of Property: O 7-o Address: ®��,i!t�P �t; 3�,?i Telephone: / Legal Description: Block Number: 1 Lot Number: j Pr D Zoning District: Contractor: Q 1'(LLfign/ �(rr/V. Lry N1 4 e l?I rl S State License Number: e'�G--G /SZ5/077 v Contractor Address: &1 e OUBy q t Ci/Cl,_ lk KSUmj,& d] Telephone: _eloq 2Wk IAanO Fax: qOq 31( 030 Describe proposed use and work to be done- Io� t-fT pth b Present use of land or building(s): Valuation of proposed construction: S v0 What are the dimensions of the added space: feet x feet V e5 Will the added area be heated and cooled? �/1 New electrical or increase in service? Add plumbing fixtures? Add fireplace? D Add heating/air conditioning?tee S Is approval of Homeowner's Association or other private entity required? j 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? [XNO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. 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 appropriate. Incomplete applications may result in delay in issuance of permit. STEP I. 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.atiantic-beach.fl.us Revised 8/04 Page 2 BLOCKING REQ'D BETWEEN DUnDCCERB— SIMPSON A34 w/(4) ed 9Mr9ONN I1L�� EACII 9OF, EACH OUTRI 2x4 BLOCKING •S WAT14H0 BARGE RAFITA CON'T. JOINTS 4'-G'FROM CABLE ENO \INOIE STRIP FACIA 2X4 OUTRIGGER \49* MC- Top 4TTX' CFIORG OF CARIE END TRUSS.DROP 3-1/2• I CONT. 2X4 SCAR FROM TDP TO BOTTOM CHORO EACII X-BRACINGPROVTOE AOOTNL.'2x4 AT I VFAnGL F I11CnFA n1AN 411' TO FORM AN'L7 SHAPE) 70 LIRACE O B'-D' or- CON-T. GCONT. 20 SGB FROM TDP TO BOTTOM WOO\r-MYFRL111 GABLE (J)16d MMB(TYP) I 2X4 W.AB F VERT.NEB I IS NOT PRO"T ^ I I BOTMU CORD OF CARLE END TRUSS 9IYPBON LTr4•41' O.C. (2) 2X4 Til'RATE CQFfT. 2X4 U1IERAL IMAM 2X4 B_MX7tN0 \48' 0.4 \41r O.C. (9f DETAIL) IN "RST TRUMS SPACE 2X4 8TIA5\lei 0.4 GABLE END SECTION NTS CONT 2X4 SCAB FROM TDP To BOTTOM WORD TO SUM AN A NAILER FOR X-MACHO\r-of 0.G BOTTOM OMD OF CAGE END TRUSS led NAILS\Mr 0.Q DOUBLE TOP PLATE (J) led NMLB(TYP) 2X4 MOCKING A 4e' 0.G N nRST TRUSS SPACE BOTTOM CI1OO or COMMON TRUSSER CWT. 2X4Xr N42 SYP LATERAL BRACIi\4r 44 ' D i ISOMETRIC VIEW OR LATERAL BRACE Nn FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC-01 Residential Limited Applications Prescriptive Method C NORTH 1 2 3 Small Additions,Renovations&Building Systems Cemoliance with Method'C of Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 600G01 for additions 01600 square feet or less,site installed components of manulach red homes,and renovations to sin le and multifamil residences.Alternative methods a,e provided for additlons by use of Form 6006.01 or 600A:01. PROJECT NAME: BUILDER: n 3-x--1.1 AND ADDRESS: 1 g •1JQ�„ CLA PERMITTING CLIMATE W� Q OFFICE: 1,A\; Q4At�ZONE: 1 2 [-]3 OWNER: PERMIT NO. JURISDICTION NO.: ` Co t..L SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or less of conditioned area).Prescriptive requirements in Tables 6C-1,6C-2 and 6C-3 apply only to the components of the addition,not to the existing building. Space heating,cooling,and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels.RENOVATIONS(Residential buildings undergoing renovations casting more than 30%of the assessed value of the building).Prescriptive requirements In Tables 6C-1 and 6C•2 apply only to the components and equipment being renovated or replaced.MANUFACTURED HOMES AND BUILDINGS.Ony site-installed components and Kures are covered by this form.BUILDING SYSTEMS Comply when complete new system is installed. -pint 1, Renovation, Addition, New System or Manufactured Home 1. e►��"' c�`� �.c-�C 2. Single family detached or Multifamily attached 2. _tCwr"U -- 3. if Multifamily-No.of units covered by this submission 3•4. - 4. Conditioned floor area (sq. ft.) 5. 5. Predominant eave overhang (ft.) 5 6, Glass area and type: ND �-�► �� Single Pane Double Pane 6a. sq.ft. sq.ft. a. Clear glass 6b, sq.ft. sq. ft. b. Tint,film or solar screen 7. Percentage of glass to floor area 7. % -- 8. Floor type and insulation: L� lin.ft. a. Slab-on-grade (R-value) 8a. R= -T-- ---- b. Wood, raised (R-value) 8b. R= sq.ft. c. Wood,common (R-value) 8c. R= sq.ft. d. Concrete, raised (R-value) 8d. R= sq.ft. 8e. R= sq.ft. e. Concrete, common (R-value) 9. Wall type and insulation: a. Exterior: .- 1. Masonry (Insulation R-value) 9a-1 R= - _ q• 9a-2 R= sq. 2. Wood frame (Insulation R-value) _ ft• b. Adjacent: sq. ft. 1. Masonry(Insulation R-value) 9b-1 R= 2. Wood frame (Insulation R-value) 9b-2 R= sq. ft. c. Marriage Walls of Multiple Units* (Yes/No) 9c - 10. Ceiling type and insulation: 10a. R= ALL 0sq. ,,3� ft. a. Under attic (Insulation R-value) /� - b. Single assembly (Insulation R-value) 10b. R= sq.ft. 11. Cooling system* 5(4 _ (Types:central,room unit,package terminal A.C.,gas,existing, none) i 1. Type: x-SEER/EER:: ----- 12, Heating system*: (Types:heat pump,elec.strip, natural gas,LP.gas, 12. Type: ---- gas h.p.,room or PTHC,existing,none) HSPF/COP/AFUE: 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. es Ey certif that the tans and specifications covered by the calculation are In wlthlthe Flor da Energlans and y Code.tlBefore construcovered ctions this completed,thistbuildi compliance will be ance wit Ener de inspected for compliance in accordance with Section 553.908,F.S. RED EtY:- . DATEI' !.y certify that w mp yvi i the Flo' a Energy Code BUILDMG OFFICIAL:AGENT: DATE: _ _ _ DATE:-___._---_-- -1- 4 Z23t • -'y%§y'' 'Ri XY' � '♦A Project Information for: J80463 t 6 2004 Address: 1305 Seminole Road ... Atlantic Beach, FL County: Duval Truss Count: 44 Design Program: MiTek 2000 4.2 Truss Design Load Information: Gravity: Wind: Building Code:FBC2001 Roof(psf): 42.0 Wind Standard: ASCE 7-98 Floor(psf):N/A Wind Speed (mph):120 Note: See the individual truss drawings for special loading conditions. Engineer of Record: Lawrence A. Paine, PE Florida P.E. License No.21475 Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Truss Design Engineer:Lawrence A. Paine, PE Florida P.E. License No. 21475 Company: Builders FirstSource - Florida, LLC Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244 Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1-1995 Section 2.2 2. The seal date shown on the individual truss component drawings must match the seal date on this index sheet. 3. The loads indicated on all referenced girder trusses are consistent with the truss placement plan numbered J80463 provided by Builders First Source-Jacksonville,FL and dated 07/23/2004. Loads applied by non-truss elements and basic load parameters/design criteria are to be reviewed and approved by the Engineer of Record/Building Designer. Otherwise, the Truss Design Engineer's responsibilities are limited as stated in Chapter 2 of ANSI/TPI 1-1995. # Truss ID Dwg. # Seal Date 1 EJ03 J1224859 8/6/04 2 EJ07 J1224860 8/6/04 3 HJ03 J1224861 8/6/04 4 HJ07 J1224862 8/6/04 5 J01 J1224863 8/6/04 6 J03 J1224864 8/6/04 7 J05 J1224865 8/6/04 8 J05A J1224866 8/6/04 9 T01 J1224867 8/6/04 10 T02 J1224868 8/6/04 11 T03 J1224869 8/6/04 12 T04 J1224870 8/6/04 13 T05 J 1224871 8/6/04 14 T06 J1224872 8/6/04 15 T07 J1224873 8/6/04 16 T08 J1224874 8/6/04 17 T09 J1224875 8/6/04 18 T10 J1224876 8/6/04 19 T11 J1224877 8/6/04 20 T12 J1224878 8/6/04 21 T13 J1224879 8/6/04 22 T14 J1224880 8/6/04 23 T15 J1224881 8/6/04 24 T16 J1224882 8/6/04 25 T17 J1224883 8/6/04 26 T18 J1224884 8/6/04 27 T19 J1224885 8/6/04 28 T20 J1224886 8/6/04 29 T21 J1224887 8/6/04 30 T22 J1224888 8/6/04 31 T23 J1224889 8/6/04 32 T24 J1224890 8/6/04 33 T25 J 1224891 8/6/04 34 T26 J1224892 8/6/04 35 T26A J1224893 8/6/04 36 T27 J1224894 8/6/04 37 T28 J1224895 8/6/04 38 T29 J1224896 8/6/04 39 T30 J1224897 8/6/04 40 T31 J1224898 8/6/04 41 T32 J1224899 8/6/04 42 T33 J1224900 8/6/04 43 T34 J1224901 8/6/04 44 T34G J1224902 8/6/04 _ — Oly ply=Jobre NCE Job Truss Truss Type J1224859 J80463 EJ03 MONO TRUSS 20 onal Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Thu Aug 05 09:26:13 2004 Page 1 -2-0-0 3-0-0_— x4 1 2 — 2-" - -- 3-0-0 4 Scale=1:12.5 6.00 12 3 2 1 4x6 5 a II 3.0-0 2x4 11 3-0-0 Plate Offsets(X`n' 12:0-5-7,0-1-111 _ LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lld PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) 0.00 2-5 >999 240 MII20 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) 0.05 1 >461 180 BCLL 10.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 n/a nla Weight:19 Ib BCDL 5.0 Code FBC2001/ANSI95 (Simplified) — -- — - — — BRACING LUMBER TOP CHORD Sheathed or 3-0-0 oc purlins. TOP CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 6 SYP No.1 D 1-7-10 REACTIONS (Ib/size) 2=231/0-3-8,5=120/Mechanical Max Horz2=224(load case 5) Max Uplift2=-231(load case 5),5=-166(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14,2-3=-138/0,3-4=-138/0 BOT CHORD 2-5=0/0 WEBS 4-5=-77/294 JOINT STRESS INDEX 2=0.16,2=0.09,3=0.00,4=0.12 and 5=0.12 NOTES 1)Wind:ASCE 7-98,120mph(3-second gust);h=18ft,TCDL=4.2psf;BCDL=3.opsf;Category II;Exp C;partially;MWFRS gable en zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 231 Ib uplift at joint 2 and 166 Ib uplift at joint 5. LOAD CASE(S) Standard Truss Design Er-rimer:Lavnertce A.Paine,PE Florida PE No.21475 BmIders FirstSource-Florida,LLC. 6550 Roosevelt Blvd.Jacksonville,FL 32244 August 6,2004 !, Warning-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE XIII-7473 BEFORE USE This design is based orgy upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with racengcs the Bul tors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent brad j responsibility of building designer and I or contractor per ANSI I TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection � � and bracing,consult BCSI.1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of Amenca,1 WTCA Center, 631X)Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofno Drive,Madison,WI 53719 — =obTruss Truss Type Qty Ply CALLAZORESIDENCEJL224861 HJ03 MONO TRUSS 5 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Thu Aug 05 09:26:13 2004 Page 1 Scale=1:12.4 4-2-15 — — 4-2-15 2-9-15 3 4.24 12 2 1 4x6 5 3xB 11 4-2-15 4-2-15 Plate Offsets(X Y): [270-2-12,0-2-14 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deFl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.01 2-5 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) 0.18 1 >191 180 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 4 n/a n/a Weight:23 Ib BCDL 5.0 Code FBC2001IANSI95 (Matrix) —_ - - — - — — - BRACING LUMBER TOP CHORD Sheathed or 4-2-15 oc purlins. TOP CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D SLIDER Left 2 X 6 SYP No.1 D 2-3-14 REACTIONS (Ib/size) 4=26/Mechanical,2=271/0-4-15,5=44/Mechanical Max Horz 2=1 18(load case 2) Max Uplift4=-53(load case 3),2=-360(load case 2) FORCES (ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/26,2-3=-48/0,3-4=-21/1 BOT CHORD 2-5=0/0 JOINT STRESS INDEX 2=0.13,2=0.07 and 3=0.00 NOTES 1)Wind:ASCE 7-98;120mph(3-second gust);h=18ft;TCDL=4.2psf,BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable en zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 53 Ib uplift at joint 4 and 360 Ib uplift at joint 2. 3)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54 Trapezoidal Loads(plf) Vert:2=-0(F=27,B=27)-to-4=-57(F=-2,B=-2),2=0(F=15,6=15)-to-5=-32(F=-1,B=-1) Truss Design Ertemer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSounce-Florida,LLC 6550 Roosevelt Blvd.Jacksowhlle,FL 32244 August 6,2004 A Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7477 BEFORE USE ilkkwws This design is based only upon the parameters shown for an individual but component that is installed and loaded vertically and fabr ted with MiTenkgcs the tors. ; Applicability of design parameters and proper incorporation of component into the overall building structure,includingall temporary and rmanent brad j responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection �� and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 _ - I JOb Truss Truss Type Qty Ply CAL LAZO RESIDENCE J1224863 J80463 J01 MONO TRUSS 22 1 , Job Reference o tional Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Thu Aug 05 09:26:14 2004 Page 1 -240-0 1-0 0 3 2-0-0 1 0 0 Scale:1.5"=1' 6.00 12 2 1 X ' 4 1-0-0 1-0-0 Plate Offsets(X,)1: I2:0-3 8,0-1-5L LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d7 PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.00 2 >999 240 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.09 1 >279 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) �— Weight:81b LUMBER — — BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 6 SYP NoA D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2 X 4 SYP N0.3 REACTIONS (Ib/size) 3=-72/Mechanical,2=252/0-3-8,4=16/Mechanical Max Horz2=141(load case 5) Max Uplift3=-72(load case 1),2=-380(load case 5),4=-17(load case 3) Max Grav3=1 01(load case 5),2=252(load case 1),4=16(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31,2-3=-85/66 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2=0.16 and 2=0.00 NOTES 1)Wind:ASCE 7-98;120mph(3-second gust),h=18ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C,partially;MWFRS gable end zone and C-C Exterior(2)zone;porch left and right exposed,Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 72 Ib uplift at joint 3,380 Ib uplift at joint 2 and 17 Ib uplift at joint 4. LOAD CASE(S) Standard Trm5 Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Dulders FirstSairce-Florida,LLC 6-5O Roosevelt Blvd.Jacksomrille,FL 32244 August 6,2004 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1111111-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the BuMus I responsibility of building designer and/or contractor per a ANSI/TPI 1 as referenced by the building code. For generl guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WiCA Center, KlFirstSource 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofdo Drive,Madison,WI 53719 Job Truss n1SS Type Qty Ply CALLAZO RESIDENCE J1224865 J80463 J05 MONO TRUSS Job Reference o tional Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Thu Aug 05 09:26:14 2004 Page 1 -2-0.0 5-0-0 2-041 5-0-0 4 Scale=1:18.1 I 6.00 12 3 2 1 4x6 5 3x8 II 5-0-0 5-0-0 Plate Offsets(X)): L2:0-3-0,0-1-111 - LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) 0.14 2-5 >430 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) 0.13 2-5 >459 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 4 n/a n/a Weight:26 Ib BCDL 5.0 Code FBC2001/ANS195 (Matrix) BRACING LUMBER - - TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2 X 6 SYP No.1 D 2-10-10 REACTIONS (Ib/size) 4=110/Mechanical,2=342/0-3-8,5=74/Mechanical Max Horz2=317(load case 5) Max Uplift4=-240(load case 5),2=-421(load case 5),5=-78(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0127,2-3=-205/0,3-4=-197/36 BOT CHORD 2-5=0/0 JOINT STRESS INDEX 2=0.24,2=0.13 and 3=0.00 NOTES 1)Wind:ASCE 7-98;120mph(3-second gust);h=18ft;TCDL=4.2psf;BCDL=3.Opsf;Category it:Exp C,partially;MWFRS gable end zone and C-C Exterior(2)zone,porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 240 Ib uplift at joint 4,421 Ib uplift at joint 2 and 78 Ib uplift at joint 5. LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Dulders FirstSaarce-Florida,LLC 6.550 Roosevelt Blvd.Jacksonville,FL 32244 August 6,2004 Mi Applicability of design parameters and proper incorporation of componenEAD NOT A blaming-Verify design parameters and RES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTekk connectors. I into the overall building structure,including all temporary and permanent bracing,s the I klers j responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection � �� and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WiCA Center, 1 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 _ _— Job Truss Truss TypeQly Ply CALLAZO RESIDENCE J1224867 J80463 T01 COMMON 2 1 r Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Fri Aug 06 10:18:24 2004 Page 1 -5-7-6 - - 10-11 16-3-2 21-10.8 --4 5-7-6 5-3.14 5314 5-7$ Scale=1:45.4 4x6= 5 6.00 F12 5x8 5x6 i - 6 4 3x8 i 3x8 7 .3x6 i 3 3x6 8 P 2 9 Idw L4 7x10 II 38 13 12 11 - 10 39 7x10 II 3x8=4x6= BOTTOM CHORD TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 5-7.6 _ 10-114 16.3-2 �- -- 21-106 5-76 5-3-14 5-3-14 5-7-6 -- Plate Offsets(X,Y): [2:0-3-8,Edge1,[4:0-3-0,0-2-12],[5:0-3-0,0-2-4],[6:0-3-0,0-2-12],[8:0-3-8,Edge],[10:0-2-0,0-0-12],125:0-1-12,0-1-01,[26:0-1-1,0-0-121,[27:0-2-14,0-0-121, [28:0-2-14,0-0-12],[29:0-2-0,0-0.12],[30:0-1-1,0-0-12],[30:0-1-1,0-0-12],[31:0-2-14,0-0-12],[32:0-2-0,0-0-12],[33:0-1-1,0-0-12],[33:0-1-1,0-0-12],[34:0-2-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/def] L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.22 12-13 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 i BC 0.90 Vert(TL) -0.27 10-12 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.87 Horz(TL) 0.10 8 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight 1661b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-2-8 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 3-11-11 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Left:2 X 4 SYP No.3,Right:2 X 4 SYP No.3 REACTIONS (Ib/size) 2=2371/0-3-8,8=2371/0-3-8 Max Horz2=-209(load case 5) Max Uplift2=-1905(load case 4),8=-1905(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/71,2-3=-3991/2842,3-4=-3833/2860,4-5=-2782/2163,5-6=-2782/2157,6-7=-3833/2873,7-8=-3991/2854, 8-9=0/71 BOTCHORD 2-38=-2471/3523,13-38=-2470/3519,12-13=-2472/3519,11-12=-2274/3519,10-11=-2274/3519,10-39=-2272/3519, 8-39=-2272/3523 WEBS 4-13=-126/445,4-12=-1341/1306,5-12=-127911782,6-12=-1341/1314,6-10=-126/445 JOINT STRESS INDEX 2=0.86,2=0.00,3=0.00,3=0.88,3=0.83,4=0.28,5=0.92,6=0.28,7=0.00,7=0.83,7=0.88,8=0.86,8=0.00,10=0.28,11=0.79,12=0.71,13=0.28,14= 0.25,15=0.25,16=0.25,16=0.25,17=0.25,18=0.25,19=0.25,19=0.25,20=0.25,21=0.25,22=0.25,23=0.25,24=0.25,25=0.00,25=0.30,26=0.25,27= 0.25,28=0.25,29=0.25,30=0.25,30=0.25,31 =0.25,32=0.25,33=0.25,33=0.25,34=0.25,35=0.25,36=0.25,37=0.00 and 37=0.30 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=18ft,TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C,partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" Truss Design Engineer:Lawrence A.Pairte,PE 4)All plates are 2x4 M1120 unless otherwise indicated. Florida PE No.21475 5)Gable studs spaced at 1-4-0 oc. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1905 Ib uplift at joint 2 and 1905 BxSl s F'irstSource-Florida,LLC at joint 8. 6550 Roosevelt Blvd.Jacksonville,FL 32244 August 6,2004 AaminBnUg-V riri esign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicabilityof design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection Buklers I and bracing,consult BCSI-1 or IB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WiCA Center, OFirstSource--, H6300 Enterprise Lane,Madison,wl 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty PlyCALLAZO RESIDENCE J1224868 J80463 T02 COMMON 4 1 r I Job Reference , tional Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Thu Aug 05 09:26:15 2004 Page 1 2-0 0 5-7.6 10.11 16-3-2 21-10-8 23-10.8 2-M 5-7-6 5314 5-3-14 5-7-6 2-" Scale=1:43.6 4x6= 5 6.00 12 2x4\\ 2x4 4 6 7 3 8 2 9 � 1 0 4x6 i 4x6 i 4x6� 4x6 3x8 II 12 11 10 3x811 3x6= 3x6= 3x6= 7-4-11 14-5-13 21-108 7-4-11 7-1-3 7-4-11 Plate Offsets(X,Y): [2:0-5-7,0-1-11] [8:0-5-7,0-1-111 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 i Vert(LL) -0.11 10-12 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) 0.05 1 >461 180 BCLL 10.0 Rep Stress Incr YES WB 0.41 Horz(TL) -0.03 8 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Simplified) Weight:121 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-5-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-3-10 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 6 SYP No.1 D 3-1-14,Right 2 X 6 SYP No.1 D 3-1-14 REACTIONS (Ib/size) 2=1030/0-3-8,8=1030/0-3-8 Max Horz2=-214(load case 6) Max Uplift2=-898(load case 5),8=-898(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14,2-3=-1297/1526,3-4=-1297/1526,4-5=-1147/1523,5-6=-1147/1523,6-7=-1297/1526,7-8=-1297/1526, 8-9=0/14 BOT CHORD 2-12=-1056/1111,11-12=-555/808,10-11=-555/808,8-10=-1056/1111 WEBS 4-12=-188/523,5-12=-480/443,5-10=-480/443,6-10=-188/523 JOINT STRESS INDEX 2=0.70,2=0.23,2=0.23,3=0.00,4=0.25,5=0.29,6=0.25,7=0.00,8=0.70,8=0.23,8=0.23,10=0.27,11=0.29 and 12=0.27 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=18ft;TCDL=4.2psf;BCDL=3.Opsf;Category Il;Exp C,partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 898 Ib uplift at joint 2 and 898 Ib uplift at joint 8. LOAD CASE(S) Standard Truss Design Ert,:rmer:Latirrerice A.Paine,PE Florida PE No.21475 Builders FirstSouxre-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 August 6,2004 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Buikk". Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, IaFirstSource 6300 Enterprise Lane,Madison,VVI 53719 or the Truss Plate Institute,583 D'Onofno Drive,Madison,WI 53719 L"X/ I Job Truss Truss Type QtyPly CALLAZO RESIDENCE J1224869 J80463 T03 HIP 1 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Fri Aug 06 19:19:33 2004 Page 2 LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-5=-54,5-8=-92(F=-38),8-11=-54,2-15=-30,12-15=-87(F=-57),11-12=-30 Concentrated Loads(lb) Vert:5=-131(F)8=-131(F)15=-455(F)12=-455(F) A Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU-7473 rnt USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricateiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permcing,is the i Bu responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding stlivery,erection i and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, �:1111 ^(V't � 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofno Drive,Madison,WI 53719 _ Job Truss Truss Type Qty Ply CALLAZO RESIDENCE J1224871 J80463 T05 HIP 1 2 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Thu Aug 05 09:26:16 2004 Page 1 5-5-8 ..- .. 10-7-8 15-5-8 20-9-12 .- -�- 26-58 --- 5-5-8 5 5 8 5-2-0 4-10-0 54-4 5-7-12 Scale:1/4"=1' 5x8= 4x6= 4 5 6.00F1_2 3x6 i 3x6 3 6 v A ro 7 2 8 1 or 7x14 M1120H o 10x12% 13 12 11 10 9 8x12 7x14 M1120H 3x8 II 7x10= 6x8= 7x10= 3x8 II 5-5-8 -- 10-7-8 15-5_-8 T 20-9-12 25-94 2__6:51 5-5-8 5-2-0 4-10-0 5-4-4 4-11-8 0-84 12 0-3-8,0-5-8],[13 0 5-8,0-1-8] Plate Offsets(X,Y)_[1.0 1-14,0-3 6 0 0-2-8] [5 0�3-8 0--i �8 Edge,0-2-121,_[9,.0-5-12,0-1-81,[10-0-5-0,0-5-8 ],[ LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 1 TC 0.85 Vert(LL) 0.46 12 >685 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -0.44 12-13 >717 180 M1120H 187/143 BCLL 10.0 Rep Stress Incr NO i WB 0.69 Horz(TL) -0.10 8 n/a n/a (Simplified) Weight:387 1b L -- - BCDL 5.0 Code FB 2001 i _- -_ LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D `Except* TOP CHORD Sheathed or 3-6-11 oc purlins. 4-5 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. BOT CHORD 2 X 8 SYP NoA D WEBS 2 X 4 SYP No.3 BEARING BLOCKS:NAIL TYPE:0.13lx3.0_g_nails SLIDER Left 2 X 8 SYP No.1 D 3-0-1,Right 2 X 6 SYP No.1 D 2-11-7 ERG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK 8 25-9-4 1 18" 13 NOTE:FOR ADDITIONAL DETAILS REFER TO DRAWING CNBRGBLK1103. BEARING BLOCK TO BE SAME SPECIES,SIZE&GRADE AS CHORD. REACTIONS (Ib/size) 1=8501/0-5-8,8=8501/0-4-5(input: 0-3-8) Max Horz1=175(load case 4) Max Upliftl=-7942(load case 4),8=-7946(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-13069/12155,2-3=-13069/12155,3-4=-10191/9552,4-5=-9274/8808,5-6=-10255/9610,6-7=-13415/12482, 7-8=-13415/12482 BOT CHORD 1-13=-10465/11232,12-13=-10465/11232,11-12=-8403/9214,10-11=-8403/9214,9-10=-10669/11628, 8-9=-10669/11628 WEBS 3-13=-2879/3189,3-12=-2508/2539,4-12=-3967/4235,4-10=-196/205,5-10=-4033/4324,6-10=-2856/2870, 6-9=-2940/3257 JOINT STRESS INDEX 1 =0.96,1=0.80,2=0.00,3=0.76,4=0.91,5=0.95,6=0.77,7=0.00,8=0.95,8=0.83,9=0.47,10=0.84,11 =0.70,12=0.82 and 13=0.46 NOTES 1)2-ply truss to be connected together with 0.1 31"x3"Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 8-2 rows at 0-7-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-98;120mph(3-second gust),h=18ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially,MWFRS gable end zone;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. Truss Design Engineer:Lawrence A.Paine,PE 5)Provide adequate drainage to prevent water ponding. Florida PE No.214'75 6)All plates are M1120 plates unless otherwise indicated. 7)WARNING:Required bearing size at joint(s)8 greater than input bearing size. Builders Fits6ource-Florida,LLC 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 7942 Ib uplift at joint 1 and 7946 80kooseve1t Blvd.Jacksonville,FL 32244 at joint S. 9)Girder carries tie-in span(s):29-0-12 from 0-0-0 to 26-5-8 August 6,2004 A -7n parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1111111-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. i Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the BuiMus responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult SCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, kaFirstSource6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply CALLAZO RESIDENCE J1224872 J80463 TOW MONO HIP 1 1 Job Reference o tional Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Fri Aug 06 19:20:41 2004 Page 1 3-7_12 74W 11$10 ____ —_-� _ 16-5-4 3-7-12 3-4-4 4$10 4-8-10 Scale:3I8"=1' 5x8= 3x6 3x6= 5 6 6.00 12 2x4 3 2 1 -VZ _ 4x6 9 8 4x6 11 4x6= 5x8 2x4 II 7-0.0 1146-10 16.5-4 7-0.0 4-8-10 4-6-10 Plate Offsets MY): [1:0-24,0-3-31,L470-6-0,0-2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) 0.08 9 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.08 8-9 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.98 Horz(TL) -0.02 7 n/a n/a (Simplified) Weight:107 lb BCDL 5.0 Code FBC2001/ANSI95 - LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-9 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 6-4-14 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 6 SYP No.1 D 1-11-10 REACTIONS (Ib/size) 1=1304/0-3-8,7=1602/0-3-8 Max Horz 1=354(load case 4) Max Upliftl=-1045(load case 4),7=-1423(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-2083/1757,2-3=-2083/1757;3-4=-2005/1707,4-5=-1380/1223,5-6=-1380/1223,6-7=-1403/1320 BOT CHORD 1-9=-1740/1769,8-9=-1601/1820,7-8=010 WEBS 3-9=-10/205,4-9=-594/748,4-8=-572/588,5-8=-427/535,6-8=-1616/1824 JOINT STRESS INDEX 1 =0.89,1=0.76,2=0.00,3=0.25,4=0.33,5=0.12,6=0.73,7=0.56,8=0.58 and 9=0.26 NOTES 1)Wind:ASCE 7-98;120mph(3-second gust),h=18ft;TCDL=4.2psf,BCDL=3.Opsf;Category II;Exp C,partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 2)Provide adequate drainage to prevent water ponding. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1045 Ib uplift at joint 1 and 1423 Ib uplift at joint 7. 4)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-6=-92(F=-38),1-9=-30,7-9=-87(F=-57) Concentrated Loads(lb) Vert:4=-204(F)9=-455(F) Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6.530 Roosevelt Blvd.Jacksonville,FL 32244 August 6,2004 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1111111-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the Bui responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, Madison,WI 53719 [�"tce 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive, iV•: "V"� Job Truss Truss Type Qty Ply CALLAZ0RESIDENCE ` J1224874 J80463 T08 HIP 1 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Fri Aug 06 19:21:51 2004 Page 1 I -2-0.0 � _ 3-7-12 7-0-0 11-" 14-4-4 _F— 18-0-0 2-0-0 3-7-12 3-" 4-" 3-4-4 3-7-12 2-0-0 Scale=1:38.1 4x6= 5x 6.00 F12 2x4 2x4 i 7 4 8 3 9 2 �1 10 to 4X6 4x6% 5x6 II 5x6 I I 12 11 5x8= 4x6= 7-0 0 11-0 0 18.0-0 7-0-0 4-0-0 7.0-0 Plate Offsets(X Y): [2:0-3-3,0-2-31,16:0-6-0,0-2-81,19:0-3-3,0-2-31 _ _ _ __ __ -T LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) I/deFl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) 0.10 12 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) 0.11 11-12 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.03 9 n/a n/a Weight:117 Ib BCDL 5.0 Code FBC2001/ANS195 (Simplified) LBRACING UMBER TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-9-14 oc purlins. BOT CHORD 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 6-1-4 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 6 SYP No.1 D 1-11-10,Right 2 X 6 SYP No.1 D 1-11-10 REACTIONS (Ib/size) 2=1709/0-3-8,9=1709/0-3-8 Max Horz 2=-1 58(load case 5) Max Uplift2=-1499(load case 4),9=-1499(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension -259012201,5-6=-233912064,6-7=-259012201,7-8=-2636/2267, TOP CHORD 1-2=0/16,2-3=-2636/2267,3-4=-2636/2267,4-5= 8-9=-2636/2267,9-10=0/16 BOT CHORD 2-12=-1921/2240,11-12=-175912339,9-11=-1763/2240 WEBS 4-12=-611203,5-12=-532/680,6-12=-76/76,6-11=-546/685,7-11=-61/203 JOINT STRESS INDEX 2=0.87,2=0.96,3=0.00,4=0.25,5=0.46,6=0.42,7=0.25,8=0.00,9=0.87,9=0.96,11=0.24 and 12=0.19 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=18ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1499 Ib uplift at joint 2 and 1499 Ib uplift at joint 9. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-54,5-6=-92(F=-38),6-10=-54,2-12=-30,11-12=-87(F=-57),9-11=-30 Truss Design Erlrneer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSonrce-Florida,LLC Continued on page 2 65317 Roosevelt Blvd.Jacksonville,FL 32244 August 6,2004 us !, Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI I TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection � �� and bracing,consult SCSI-1 or HIB-91 Handling Installing and Bracing Recommendabon available from the Wood Truss Council of America,1 WTCA Center, - 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofno Drive,Madison,WI 53719 - Job Truss Truss Type Qty Ply CALLAZO RESIDENCE J1224875 r J80463 T09 COMMON 1 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Thu Aug 05 09:26:17 2004 Page 1 11 -2.0-0 _ 4-7-12_ _. � 9-M ._ 1344 1 20-M r' T 2-0-0 4.7.12 4-4-4 444 47-12 2-0-0 Scale=1:37.1 46= 5 6.00 F12 2x4 2x4 6 4 7 3 8 2 a 9 a6 1 d 4x6 i 4x6 3x8 II 10 3x8 II 3x8= 9-G-O 18-0-0 9-0-0 9-0-0 _Plate Offsets(X,Y): L2:0-5-7,0-1-111,[8:0-5-7,0-1-111 - LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/def/ L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 Vert(LL) -0.14 8-10 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.60 Vert(TL) 0.05 9 >461 180 BCLL 10.0 Rep Stress Incr YES WB 0.20 Horz(TL) -0.02 8 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Simplified) Weight:981b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-11-13 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 6 SYP No-1 D 2-7-4,Right 2 X 6 SYP No.1 D 2-7-4 REACTIONS (Ib/size) 2=868/0-3-8,8=868/0-3-8 Max Horz 2=-1 85(load case 6) Max Uplift2=-771(load case 5),8=-771(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14,2-3=-960/1249,3-4=-960/1249,4-5=-759/1010,5-6=-759/1010,6-7=-960/1249,7-8=-960/1249,8-9=0/14 BOT CHORD 2-10=-836/813,8-10=-836/813 WEBS 4-10=-176/487,5-10=-456/435,6-10=-176/487 JOINT STRESS INDEX 2=0.54,2=0.34,3=0.00,4=0.25,5=0.20,6=0.25,7=0.00,8=0.54,8=0.34 and 10=0.29 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust),h=18ft;TCDL=4.2psf;BCDL=3.Opsf;Category Il;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 771 Ib uplift at joint 2 and 771 Ib uplift at joint 8. LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Faire,PE Florida FE No.2147-5 Builders FirstScnirce-Florida,LLC 65JO Roosevelt Blvd.JacksomriRe,FL 32244 August 6,2004 ------------- jA Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters andproper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the ouklers ! responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection 1 and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, – — �'St �� ^ 6300 Enterpnse Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive Madison,WI 53719 \`.+�L �e Job Truss' Truss Type City Ply CALLAZO RESIDENCE J1224876 J80463 T10 COMMON 1 2 Job Reference optional) Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 212003 MiTek Industries,Inc. Fri Aug 06 19:27:17 2004 Page 2 LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-6=-54,2-11=-30,6-11=-567(F=-537) Concentrated Loads(lb) Vert:10=-2475(F) Warning-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mlt-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installetl and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and I or contractor per ANSI I TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection �7-- I and bracing,consult SCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center,6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofno Drive,Madison,WI 53719 Job Truss Truss Type Qty Pty CALLAZO RESIDENCE J1224877 J80463 T11 MONO HIP 1 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Fri Aug 06 19:23:05 2004 Page 2 LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-54,5-12=-92(F=-38),2-19=-30,13-19=-87(F=-57) Concentrated Loads(lb) Vert:5=-204(F)19=455(F) j A Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE ■ EW This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MC, connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the KI j responsibility of building designer and I or contractor per ANSI I TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection � � and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation availate from the Wood Truss Council of America,1 WiCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 — — JOb Truss Truss Type Qty Ply CALLAZO RESIDENCE J1224879 J80463 T13 SPECIAL 1 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Thu Aug 05 09:26:18 2004 Page-1 --2�,7-12 . 11-0 0 16-7-622-2-12 28-11-12 33-M 8 37 4-12 2-0-0 5-7-12 54-4 5-76 5-76 6-9-0 4-0-12 4-4-4 Scale=1:70.5 5x8= 2x4 11 5x8= 5 6 7 6.00F12 3x6 6x8= 5x8= 2x4 11 4 8 9 10 3 rq C4 �1 2 0 i 5x8 II 5x6 17 16 15 14 13 12 11 5x6- 20 11 3x6= 3x6= 3x6= 3x6= 3x6= 3x8= 5-7-12 11-0-0 16-7-6 22-2-12 28-11-12 37-4-12 i 5-7-12 54-4 5-7-6 5-76 6-9-0 8-5-0 Plate Offsets(X)): [2-0-5-15 Edge] [5:0-6-0.0-2-8],E:0-5-8.0-2-41 - - LOADING(psf) I SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) 0.41 13 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.91 Vert(TL) 0.44 12-13 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.79 Horz(TL) -0.14 11 n/a n/a Weight:226 Ib BCDL 5.0 Code FBC20011ANS195 (Simplified) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D `Except* TOP CHORD Sheathed or 3-1-12 oc purlins, except end verticals. 7-8 2 X 6 SYP NoA D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D "Except` WEBS 1 Row at midpt 8-13,9-11 11-14 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 6 SYP No.1 D 3-2-0 REACTIONS (Ib/size) 11=1564/0-3-8,2=1676/0-3-8 Max Horz2=389(load case 5) Max Upliftl 1=-1196(load case 6),2=-1286(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14,2-3=-2612/2665,3-4=-2612/2665,4-5=-2247/2437,5-6=-2388/2668,6-7=-2388/2666,7-8=-2605/2719, 8-9=-3813/3836,9-10=0/0,10-11=-114/174 BOT CHORD 2-17=-2386/2246,16-17=-2386/2246,15-16=-1965/2016,14-15=-2269/2349,13-14=-2269/2349,12-13=-3903/3864, 11-12=-2210/2106 WEBS 4-17=0/167,4-16=-2971498,5-16=-226/319,5-15=-498/635,6-15=-280/436,7-15=-1581227,7-13=-584/767, 8-13=-1640/1761,8-12=-931/1152,9-12=-1968/2062,9-11=-2490/2613 JOINT STRESS INDEX 2=0.84,2=0.46,2=0.46,3=0.00,4=0.25,5=0.46,6=0.25,7=0.49,8=0.58,9=0.81,10=0.25,11 =0.77,12=0.78,13=0.50,14=0.70,15=0.34,16=0.22 and 17=0.25 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=18ft;TCDL=4.2psf;BCDL=3.Opsf,Category ll;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone,Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1196 Ib uplift at joint 11 and 1286 Ib uplift at joint 2. Truss Design Engineer:Lavnence A.Paine,PE Florida PE No.21475 LOAD CASE(S) Standard Baiilders FirstSource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 August 6,2004 1 A ES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE Warning-Verity design parameters and READ NOT This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. ou Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the klers j responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection j and bracing,consult SCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WiCA Center,{.tL 11V 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofno Drive,Madison,WI 53719 - Truss T Qty Ply CALLAZO RESIDENCE Job Truss Type J1224881 J80463 T15 HIP 1 1 Job Reference o tional , 5.200 s Oct 21 2003 MiTek Industries,Inc. Thu Aug 05 09:26:19 2004 Page 1 Builders First Source,Jacksonville Florida 32244 68-1212-10-0 1 16-0-12 22-5-0 29-0-12 --+ 3-2-12 6-7-12 6-6-12 6-34 � Scale=1:58.8 5x8= 4x6= 3 4 1 6.00 12 3x6 i 3x6 5 2 A ao 3x6 3x6 i 6 1 h Simpson HUS26 13 12 11 10 9 8 7 2x4 11 2x4 11 3x6= 3x6= 3x8= 3x6— 3x6= 68-12 12-10-0 16.0-12 22-5-0 29-0.12 68-12 6-3-4 3-2-12 64-4 6.7-12 — Plate Offsets(X,)Q: L370-6-0,0-2-81 — LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LL) 0.11 11 >999 240 MI 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.15 8-9 >999 180 Incr YES WB 1.00 Horz(TL) -0.03 7 n/a n/a BCLL 10.0 Rep Stress Weight:11 Ib BCDL 5.0 Code FBC2001/ANSI95 (Simplified) _ -- -- LUMBER -- — — _ - - —' - BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-12 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-10-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-9 Recommended hanger connection based on manufacturer tested capacities and nail calculations.Conditions may exist that require different connections than indicated. REACTIONS (Ib/size) 13=120810-3-8,7=1208/Mechanical Refer to manufacturer publication for additional information. Max Horz 13=-197(load case 6) Max Upliftl3=-915(load case 5),7=-917(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-1381/1562,2-3=-1190/1550,3-4=-1072/1563,4-5=-1193/155115-6=-1405/1586,1-13=-1112/1336, 6-7=-1111/1336 BOT CHORD 12-13=-185/197,11-12=-1216/1235,10-11=-866/1069,9-10=-866/1069,8-9=-1243/1257,7-8=0/0 WEBS 2-12=-129/357,2-11=-253/445,3-11=-241/294,3-9=-131/127,4-9=-246/290,5-9=-274/472,5-8=-112/343, 1-12=-1265/1276,6-8=-1280/1294 JOINT STRESS INDEX 1=0.50,2=0.25,3=0.30,4=0.32,5=0.25,6=0.50,7=0.55,8=0.46,9=0.32,10=0.39,11 =0.22,12=0.46 and 13=0.55 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=18ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 915 Ib uplift at joint 13 and 917 Ib uplift at joint 7. LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21415 Dnil&rs FirstScnnrce-Florida,LLC 6550 Roosevelt Blvd.Jacksorrrille,FL 32244 August 6,2004 A Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. i i Applicability of design parameters and proper incorporation of component Buklers into the overall building structure,including all temporary and permanent bracing,is the 1 responsibility of building designer and/or contractor per ANSI I TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection tsoU �� and bracing,consult BCSI-1 or HIB-9153719 a the Truss Plated)Bracing ratite,Re mmendation do Drive,Made from the 53719 d Truss Council of America,1 VJTCA Center, 6300 Enterprise Lane,Madison, Job Truss Truss Type Qty Ply CALLAZO RESIDENCE J1224883 J80463 T17 HIP 1 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 as 5.200 s Oct 21 2003 MiTek Industries,Inc. Thu Aug 05 09:26:19 2004 Page 1 6.3.8 -- -. 12-3.8 16-10-10 21-512 _ _ 29-0-12 -� _ T 7-7-0 4-7-2 4-7-2 8-3$ 6-0.0Scale=1:53.6 4x6= 35x6= x8= 3 4 5 6.00 F12 34 i 4x6 2 6 0 0 3x6% a C? 1 a Simpson HUS26 12 11 10 9 8 7 20 11 4x6= 5x8= 5x6= 5x8= 2x4 11 6-3-8 12-3-8 21512 29 0 12 6-3-8 6-0.0 9-2-4 7-7-0 7 —_ Plate Offsets(X)): [5:0-3-0,0-2-01 - _ _. - -- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.95 Vert(LL) 0.15 10 >999 240 M1120 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) 0.14 10 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.87 Horz(TL) -0.03 7 nla n/a Weight:2151b BCDL 5.0 Code FBC2001/ANS195 (Simplified) LBRACING UMBER TOP CHORD 2 X 4 SYP No.2D `Except' TOP CHORD Sheathed or 4-9-13 oc purlins, except end verticals. 5-6 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 4-9-9 oc bracing. BOT CHORD 2 X 6 SYP No.1 D WEBS 1 Row at midpt 4-10,4-8,1-11,6-8 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 12=1208/0-3-8,7=1208/Mechanical Max Horz 12=317(load case 5) Max Upliftl2=-1437(load case 5),7=-1376(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-1401/2673,2-3=-1233!2513,3-4=-1107/2421,4-5=-883!1970,5-6=-988/1971,1-12=-1116/2075,6-7=-1095!2050 BOT CHORD 11-12=-317/0,10-11=-2469/1253,9-10=-1887/1063,8-9=-1887/1063,7-8=-0/O WEBS 2-11=-139/202,2-10=-203/593,3-10=-633/274,4-10=-2441133,4-8=-406/651,5-8=-308/206,1-11=-2298/1294, 6-8=-1743/988 JOINT STRESS INDEX 1 =0.77,2=0.25,3=0.50,4=0.27,5=0.41,6=0.62,7=0.85,8=0.31,9=0.26,10=0.18,11 =0.47 and 12=0.86 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98; 120mph(3-second gust);h=18ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone,porch right exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1437 Ib uplift at joint 12 and 1376 Ib uplift at joint 7. LOAD CASE(S) Standard Taws Design EnYnaer:Lavrrence A.Pau,.,PE Florida PE No.21475 Builder FirstSour'ce-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 August 6,2004 !, Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabcated with MiTeconnectors. Applicability of design parameters and proper incorporation of component into the overall building structure,includingall temporary and permanent bracing, responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult SCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, rcje 6300 Enterprise Lane,Madison,WI 53719 or the Thus Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type Qty Ply CALLAZO RESIDENCE J1224885 J80463 T19 HIP 1 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Thu Aug 05 09:26:20 2004 Page 1 5-7-8 10.11-8 16-M 7-5.1 23-1-8 29-0-12 5-7-8 5.4-0 5-4-0 1-2-4 5-7-12 5-11-4 4x6= Scale=1:69.4 ax6= 4 5 6.00 12 3x6 i 3xS 3 6 3x6- 5x6 0 7 2 c 3x6 II r 1 "' v Simpson HUS26 14 13 12 11 10 9 8 4x6— 4x6— 5x6= 4x6= 4x6= 3x6 II 4x6= 8-3.8 16.3.8 17-51 23-1.8 1 29.0-12 8-3-8 84)-0 1-2-4 5-7-12 5-11-4 Plate Offsets(X Y): [2:0-2-4,0 1 8] [5:0 3-8 0 2-0] p:Edge 0-1-121 [14:Edge 0-2-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud7Weight ES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) 0.25 11-13 >999 240 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.24 Vert(TL) 0.23 11-13 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.66 Horz(TL) -0.04 8 n/a n/a 223 Ib BCDL \ 5.0- f Code FBC2001/ANS195 (Matrix) LBRACING UMBER TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-3-7 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 5-2-2 oc bracing. WEBS 2 X 4 SYP No.3 'Except' WEBS 1 Row at midpt 3-11,4-11,5-10,6-10,2-14,7-9 7-8 2 X 4 SYP No.2D REACTIONS (Ib/size) 14=1208/0-3-8,8=1208/Mechanical Max Horz 14=382(load case 5) Max Upiiftl4=-1478(load case 5),8=-1439(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension 5=-896/2210,5-6=-1070/2307,6-7=-101211975,1-14=-247/548, TOP CHORD 1-2=-280/623,2-3=-1475/3027,3-4=-1067/2318,4- 7-8=-1114/2170 BOT CHORD 13-14=-2569/1248,12-13=-2275/1173,11-12=-2275/1173,10-11=-1592/896,9-10=-1608/846,8-9=-111/50 WEBS 2-13=-1/185,3-13=-684/291,3-11=-486/1128,4-11=-831/334,5-10=-622/290,6-10=-100/187,6-9=-401/715, 2-14=-1351/2446,7-9=-1810/963 JOINT STRESS INDEX 1 =0.73,2=0.53,3=0.49,4=0.86,5=0.95,6=0.28,7=0.83,8=0.56,9=0.32,10=0.17,11 =0.28,12=0.29,13=0.22 and 14=0.90 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=18ft;TCDL=4.2psf,BCDL=3.Opsf,Category II;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone,porch right exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1478 Ib uplift at joint 14 and 1439 Ib uplift at joint 8. LOAD CASE(S) Standard Truss Design Ext-gamer:Lavmence A.Paine,PE Florida PE No.21475 Bni]ders Firstzource-Florida,LLC 6550 Roosevelt Blvd.Jacksonville,FL 32244 August 6,2004 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE and fabnca BEFORE USE Ilii This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. gauklers Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storaCdelCenteerection � �� and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofno Drive,Madison,WI 53719 - --- Truss T Qty =CALLAJob Truss YPe J1224887T21 HIP 1 J80463 Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Thu Aug 05 09:26:20 2004 Page 1 .1 10-6-11 15-8-4 18-1-0 23-5-2 29-0-12 5-5 5-55-1-9 2-4-12 5.42 5-7-10 1 5-1-9 4x6= Scale=1:64.8 5x6= 4 5 6.00 12 3x6 i 3x6 3 6 3x8 2x4 II 4 7 a, 2 2x4 11 n 1 � Simpson HUS26 12 11 10 14 9 8 x 4x6= 4x6= 4x6= 4x8= 5x6= 5x8= 7-11-14 154" 22-2-12 29.0-12 7-11-14 7-8-6 6b-8 6-10-0 Plate Offsets X [2:0-2-12,0-1-81,15:0-3-0,0-2-01 LOADING(pst) SPACING 2-0-0 CSI DEFL 7inl/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) 0. 99 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.33 Vert(TL) 0. 99 180BCLL 10.0 Rep Stress Incr YES WB 0.91 Horz(TL) -0. n/a n/a Weight:226 Ib BCDL 5.0 Code FBC2001/ANSI95 (Simplified) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-12 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.1D BOT CHORD Rigid ceiling directly applied or 4-10-11 oc bracing. WEBS 1 Row at midpt 3-10,4-10,5-9,2-13,6-8 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 13=1208/0-3-8,8=1208/Mechanical Max Horz13=373(load case 5) Max Upliftl3=-1473(load case 5),8= FORCES case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-0/157,2-3=-136212884,3-4=-1024/2315,4-5=-919/2219,5-6=-931/2212,6-7=0/165,1-13=-140/328,7-8=-1471345 BOT CHORD 12-13=-2412/1180,11-12=-2221/1152,10-11=-2221/1152,10-14=-1502/856,9-14=-1502/856,8-9=-1474/786 WEBS 2-12=-25%139,3-12=-542/212,3-10=-403/974,4-10=-684/256,5-10=-562/353,5-9=-173/73,6-9=-350/323, 2-13=-1515/2771,6-8=-1241/2327 JOINT STRESS INDEX 1=0.25,2=0.43,3=0.43,4=0.45,5=0.45,6=0.72,7=0.25,8=0.57,9=0.25,10=0.24,11 =0.24,12=0.22 and 13=0.62 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=18ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Extedor(2)zone;porch right exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1473 Ib uplift at joint 13 and 1431 Ib uplift at joint 8. LOAD CASE(S) Standard Trims Design Erlgirteer:Lawnrice A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6.550 Roosevelt Blvd.Jacksonville,FL 32244 August 6,2004 A Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NUI-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is in and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection �� aM bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 _- Job Truss Truss Type Qty Ply CALLAZORESIDENCE J1224889 � J80463 T23 HIP 1 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Thu Aug 05 09:26:212004 Page 1 _ 5-11-14 —�- 1148-4 16.10-10 22-1-0 _ 27-10-8 511-14 5-8.6 5-26 526 5-9-8 Scale=1:51.5 06= 3x6= 5x6= 3 4 5 6.00 F12 3 2x4 11 6 2 4 of n 3x6 i o 1 Simpson HUS26 12 11 10 9 8 7 2x4 II 3x6= 3x8= 3x6= 34= 3x6= 5-11-14 114" 19-7-10 27-10-8 5-11-14 5-8-6 7-116 8-2-14 Plate 0%et(X Y): [5:0-3-010-2-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 i TC 0.72 Vert(LL) -0.14 8-10 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.20 8-10 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.70 Horz(TL) -0.04 7 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Simplified) Weight:1801b LUMBER 1 — BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-1-8 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-6-5 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-10,5-7 REACTIONS (Ib/size) 12=1159/0-3-8,7=1159/Mechanical Max Horz 12=349(load case 5) Max Upliftl2=-849(load case 5),7=-784(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-1299/1360,2-3=-1164/1368,3-4=-1045/1379,4-5=-864/1131,5-6=0/171,1-12=-1071/1202,6-7=-152/357 BOT CHORD 11-12=-349/0,10-11=-1377/1162,9-10=-1014/994,8-9=-1014/994,7-8=-672/670 WEBS 2-11=-157/338,2-10=-163/389,3-10=-112/237,4-10=-156/118,4-8=-400/547,5-8=-490/646,1-11=-110211208, 5-7=-1110/1113 JOINT STRESS INDEX 1=0.45,2=0.25,3=0.29,4=0.31,5=0.29,6=0.25,7=0.38,8=0.39,9=0.41,10=0.29,11 =0.44 and 12=0.50 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust),h=1 Sit,TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone,Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 849 Ib uplift at joint 12 and 784 Ib uplift at joint 7. LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSourre-Florida,LLC 6550 Roosevelt Blvd.Jacksonrille,FL 32244 August 6,2004 Warning-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1011II-7473 BEFORE USE �a meters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors This design is based only upon the para . Applicability of design parameters and proper incorporation of component into the overall building structure,including all temporary and permanent tracing,is the i responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTA Center, 1 t� ou rce 1 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 !1�' t:"'V1 Job Truss =COMMON Qty Ply CALLAZORESIDENCE =�J1224891 J80463 T25 6 1 Job Reference o tional Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Thu Aug 05 09:26:212004 Page 1 12-10-4 20-2-10 27-10-6 6-6-14 7-7-14 6-6-14 6-3.6 7 Scale=1:53.7 4x6= 3 T 6.00 12 4x6 20 2 4 5 20 II 1 6 I� 0 4x6 44 Simpson HUS26 10 9 8 7 3x8 II 3x6= 3x6= 3x6= 3x6= 9-4-11 18-5.13 1 27-10.8 _-i 9-4-11 9-1-3 9-4-11 Plate Offsets(X,)07 L670-5-7,0-1-11] _----- �� LOADING SPACING 2 CSI DEFL in (loc) I/deft L/d PLATES GRIP 20.0 1.25 TCLL 20.0 Plates Increase 1.25 TC 0.94 i Vert(LL) -0.23 7-9 >989 1800 I MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.75 Vert(TL) -0.34 7-9 BCLL 10.0 Rep Stress Incr YES WB 0.65 Horz(TL) -0.05 6 n/a n/a Weight:153 Ib BCDL 5.0 Code FBC2001/ANSI95 (Simplified) L1 BRACING UMBER TOP CHORD 2 X 4 SYP No.2D `Except` TOP CHORD Sheathed or 4-7-12 oc purlins, except end verticals. 3-6 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 5-3-5 oc bracing. WEBS 1 Row at midpt 3-7,2-10 BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 6 SYP No.1 D 4-3-9 REACTIONS (Ib/size) 6=1165/Mechanical,10=1165/0-3-8 Max Horz 10=-339(load case 6) Max Uplift6=-917(load Case 6),10=-890(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/191,2-3=-1227/1684,3-4=-1494/2008,4-5=-1665/1925,5-6=-1665/1925,1-10=-171/401 BOT CHORD 9-10=-103511120,8-9=-676/963,7-8=-676/963,6-7=-1423/1442 WEBS 2-9=-94/433,3-9=-345/387,3-7=-793/664,4-7=-289/763,2-10=-1409/1528 JOINT STRESS INDEX 1 =0.25,2=0.35,3=0.39,4=0.31,5=0.00,6=0.90,6=0.29,6=0.29,7=0.34,8=0.44,9=0.29 and 10=0.46 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=1 81t;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 917 Ib uplift at joint 6 and 890 Ib uplift at joint 10. LOAD CASE(S) Standard Truss Design Ertgineer:Lsrmence A.Paine,PE Florida PE No.214?5 Builders First"ourre-Florida,LLC 6J50 Rlose,7elt B1,71 Jacksomrill,e,FL 32244 August 6,2004 A Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MII-7473 BEFORE USE 'I This design is based only upon the parameters shown for an individual!wilding component that is installed and loaded vertically and fabricated with MiTek connectors. Ui Applicability of design parameters and proper incorporation of dws component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erectio :i —lource `and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, _[1"�J16300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onof io Drive,Madison,WI 53719 - Job Truss ry Truss Type Oply CALLAZ0 RESIDENCE J1224893 ,r , COMMON T26A 1 t J80463 Job Reference o tional Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Thu Aug 05 09:26:22 2004 Page 1 12-10-4 20-2-10 27-10-8 6814 7a-ta 6814 6-3-6 7-" Scale=1:53.7 4x6= 3 6.00 F12 4x6 20 2 4 5 2x4 II 1 6 Io 4x6 4x6 Simpson HUS26 Simpson HUS26 9 8 7 3x6 II 10 3x8= 3x6= 3x6= 3x6= 9-4-11 18-5-13 27-10$ 9-4-11 &1-3 9-4-11 Plate Offsets X 6:0-5-7 0-1-11 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) -0.23 7-9 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.75 Vert(TL) 0.34 7-9 >981 180 BCLL 10.0 Rep Stress Incr YES WB 0.65 Horz(TL) -0.05 6 n/a nla Weight:1531b BCDL 5.0 Code FBC2001/ANSI95 (Simplified) LBRACING UMBER TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 4-7-12 oc purlins, except end verBcals. 3-6 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 5-3-5 oc bracing. WEBS 1 Row at midpt 3-7,2-10 BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 6 SYP No.1 D 4-3-9 REACTIONS (Ib/size) 6=1165/Mechanical,10=1165/Mechanical Max Horz 10=-339(load case 6) Max Uplift6=-917(load case 6),10=-890(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/191,2-3=-1227/1684,3-4=-1494/2008,4-5=-1665/1925,5-6=-166511925,1-10=-171/401 BOT CHORD 9-10=-103511120,8-9=-676/963,7-8=-6761963,6-7=-1423/1442 WEBS 2-9=-94/433,3-9=-345/387,3-7=-793/664,4-7=-289/763,2-10=-1409/1528 JOINT STRESS INDEX 1=0.25,2=0.35,3=0.39,4=0.31,5=0.00,6=0.90,6=0.29,6=0.29,7=0.34,8=0.44,9=0.29 and 10=0.46 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=18ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 917 Ib uplift at joint 6 and 890 Ib uplift at joint 10. LOAD CASE(S) Standard Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6.550 Roosevelt Blvd.Jacksonville,FL 32244 August 6,2004 Awarning-verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component Mat g installed and loaded vertically and fabricated with MiTek connectors. I Applicability of design parameters and proper incorporation of component into the overatws ll building structure,including all temporary and permanent bracing,is the . responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection � � �� LI and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 Job Truss Truss Type _Qty Ply CALLAZ0RESIDENCE J1224895 J80463 T28 COMMON 1 1 Job Reference(optional) Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 Mi-Tek Industries,Inc. Thu Aug 05 09:26:22 2004 Page 1 5-612 10-10-0 14-10 21-2-12 27-10-8 —1 5-6-12 5-3-44'0'8 6-4-48-7-12 Scale=1:49.6 4x6= 5x6= 3 4 6.00 F12 3x6 2x4 2 5 v A 3x6 6 1 7 Io 4x6 4x6'z� Simpson HUS26 Simpson HUS26 8 3x8 II 12 11 10 9 2x4 II 3x6= 3x8= 3x6= 3x6= 19-2.8 27-10-8 54'x12 10-10-0 �_ 8$-0 5.6-12 5-3-4 8"4-8 — Plate Offsets(X Y): [470-3-0,0-2-P],V�0-5-7 0-1-11] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 1 Plates Increase 1.25 TC 0.90 Vert(LL) -0.18 8-10 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.67 Vert(TL) -0.26 8-10 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.72 Horz(TL) -0.04 7 n/a n/a Weight:162 Ib d 195 Simpllfie ) BCDL 5.0 Code FBC2001IANS L ( — L — BRACING UMBER TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-6-12 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 5-3-10 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 6 SYP No.1 D 3-8-13 REACTIONS (Ib/size) 7=1165/Mechanical,12=1165/Mechanical Max Horz 1 2=-309(load case 6) Max Uplift7=-896(load case 6),12=-864(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-1296/1461,2-3=-1215/1539,3-4=-109311523,4-5=-1544/1935,5-6=-1719/1934,6-7=-1719/1934, 1-12=-1083/1280 BOT CHORD 11-12=-60/309,10-11=-980/1159,9-10=-83511109,8- =-835/1109,7-8=-1452/1482 WEBS 2-11=-195/390,2-10=-1391289,3-10=-261/300,4-10=_128/213,4-8=-593/526,5-8=-222/634,1-11 1214/1213 JOINT STRESS INDEX 1 =0.48,2=0.25,3=0.32,4=0.37,5=0.26,6=0.00,7=0.93,7=0.30,7=0.30,8=0.27,9=0.54,10=0.30,11=0.44 and 12=0.53 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=18ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 896 Ib uplift at joint 7 and 864 lb uplift at joint 12. LOAD CASE(S) Standard Trims Design Engineer:Lawrence A.Pairw,PE Florida PE No.21475 Blrib3,ers FirstSource-Florida,LLC 650 Roosevelt Blvd.Jacksonville,FL 32244 August 6,2004 Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE fill fabricated BEFORE USElews This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Bud& I Applicability of design parameters arta proper incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding Stora delCeMer,rection � �� and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 _— Truss Qy Py CALLAZO RESIDENCE =J1224897;=T30 ype MONO HIP Job Reference o to Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Thu Aug 05 09:26:23 2004 Page 1 9-0-0 15-4-11 _x_21-5-13 r_ 27-10 5 4-7-12 5-4-11 I 433 63-11 6-1-3 Scale=1:49.1 4-7-12 4x6= 3x6= 3x6= 2x4 11 4 5 6 7 6.00 12 20 3 2 1 Simpson HUS26 Simpson HUS26 4x6 10 9 8 3x8 11 11 _ 3x8= 3x6= 3x6 Truss Truss Type Qty Ply CALLAZORESIDENCE J1224899 Job . ' T32 COMMON 1 2 J80463 Job Reference o tional Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Fri Aug 06 19:27:46 2004 Page 1 10-10-10 14.3-9 18-0-0 —2-0-0 —� _ 3S7 2-" 5-7-1 5-3-9 3.4-15 Scale=1:42.7 4X6= 5 3x6 6.00 12 6 3x6 3x6 4 7 3 m m N 3x6 i 9 8 5z8= 11 12 13 10 3x6 i 3x6 II 7x10= 4x6= 3x6 I I 5-7-1 —. 10.10-10 14-3-9 18-041 5-7-1 5-3-g 3.4-15 3-8-7 Plate Offsets(X Y) [2 0-0 0 0 2 15] [10.0-5 0 0 4-12] [11.0-4-0.0-1-81 SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP LOADING(psf) TOLL 20.0 Plates Increase -0-0 TC 0.77 Vert(LL) 0.21 10-11 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 i WB 0.91 Vert(TL) o z(TL) 0.03 10-11 >9rUa 18e BCLL 10.0 Rep Stress Incr NO Weight:247 Ib BCDL 5.0 Code FBC2001/ANSI95 (Matrix) -- - - LBRACING UMBER TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-10-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-7-12 oc bracing. BOT CHORD 2 X 6 SYP No.1 D WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 3-0-11 REACTIONS (Ib/size) 2=3825/0-3-8,8=5556/0-3-8 Max Horz2=376(load case 4) Max Uplift2=-2828(load case 4),8=-3278(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31,2-3=-7139/4998,3-4=-7063/5010,4-5=-4884/3203,5-6=-4876/3253,6-7=-4352/2634,7-8=-4506/2763 BOTCHORD 2-11=-4499/6138,11-12=-4499/6138,12-13=-4499/6138,10-13=-4499/6138;93/959,27813825, /434948/215 WEBS 4-11=-1729/2230,4-10=-2093/2007,5-10=-2474/3921,6-10=-800/909,6-9=-943/959,7-9=-2579/4349 JOINT STRESS INDEX 2=0.86,2=0.65,2=0.65,3=0.00,4=0.55,5=0.75,6=0.29,7=0.96,8=0.44,9=0.64,10=0.52 and 11 =0.3 NOTES 1)2-ply truss to be connected together with 0.131"x3"Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-4-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-98;120mph(3-second gust);h=18ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2828 Ib uplift at joint 2 and 3278 Ib uplift at joint 8. Truss Design Engineer:Lawrence A.Paine,PE Florida PE No.21475 LOAD CASE(S) Standard Builders FirstSource-Florida,LLC 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 6550 Foose•relt Bl,.d.Jacksonrille,FL 32244 August 6,2004 Continued on page 2 A Warning-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE �� led loaded ly and fabr Thisdesign is based only arameters andrproeterrincorporation ofr an n oI ponlent'into9he o veralelnbu Id nhat fg structure including all t mplorary and pe icatanentt b ac ngwith MiTek`s the tors. &WS PP tY 9 P P responsibility of building designer and/or contractor per ANSI I TPI 1 as referenced by the building code. For general guidance regarding storm CA de1Cente�ry rection �� and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 _ ._ _ - Job Truss Truss Type Qty Ply CALLAZO RESIDENCE J1224900 1 J80463 T33 COMMON 4 1 � Job Reference o tional Builders First Source,Jacksonville,Florida 32244 5.200 s Oct 21 2003 MiTek Industries,Inc. Thu Aug 05 09:26:24 2004 Page 1 2-0-0_ 5-7-1 _ 10-10-10 16-2-3 _ - -4-- - 21-9-4 2-0-0 5-7-1 5-3-9 5-3-9 Scale=1:42.2 4x6= 5 WARNING:This truss has not been designed to support concentrated loads on the cantilevered end. 6'00 F12 34% 3x6 4 6 3 7 2 ld, 1 4x6= 3x8 11 o 4x6 i 4x6,'-'- 10 9 8 3x8 I I 12 11 20 11 3x8= 3x6= 3x6\\ 5-7-1 10-10-10 21-9-4 5.7-1 5-3-9 6-11-10 -- 3-11-0 Plate Offsets(X,)): [2:0-5-7,0-1-11] [7:0-1-8,0-1-91 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.07 9-11 >999 240 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) 0.05 1 >461 180 BCLL 10.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.01 9 n/a n/a Weight:121 Ib BCDL 5.0 Code FBC2001/ANSI95 (Simplified) BRACING LUMBER TOP CHORD Sheathed or 6-0-0 oc purlins. TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 6 SYP No.1 D 3-1-10,Right 2 X 6 SYP No.1 D 2-6-0 REACTIONS (Ib/size) 2=830/0-3-8.9=1110/0-3-8 Max Horz2=228(load case 5) Max U plift2=-767(load case 5),9=-1025(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/14,2-3=-957/1012,3-4=-957/1012,4-5=-534/725,5-6=-534(721,6-7=-809/400 BOT CHORD 2-12=-674/817,11-12=-674/817,10-11=-63/151,9-10=-63/151,8-9=-344/870,7-8=-344/870 WEBS 4-12=0/163,4-11=-407/619,5-11=-132/225,6-11=-349/411,6-9=-1056/1623 JOINT STRESS INDEX 2=0.54,2=0.17,2=0.17,3=0.00,4=0.25,5=0.18,6=0.42,7=0.35,7=0.23,8=0.00,9=0.30,10=0.25,11 =0.29 and 12=0.25 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust),h=18ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 767 Ib uplift at joint 2 and 1025 Ib uplift at joint 9. LOAD CASE(S) Standard Truss Design Engjneer:LwATence A.Pante,PE Florida PE No.21475 Builders FirstSource-Florida,LLC 6550 Roose,7elt Bltni.Jackson rille,FL 32244 August 6,2004 `A blaming-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111111-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Buil&rs i Applicability of design parameters and; incorporation of component into the overall building structure,including all temporary and permanent bracing,is the responsibility of building designer and/or contractor per ANSI/TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection FI 'SSQUt"C{� and bracing,consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America,1 WTCA Center, i 6300 Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 J— Truss Qty Pl=CALLAZO SIDENCEJ1224902JobTruss YPeT34G COMMON 1 J80463 o tional 5.200 s Oct 21 2003 MiTek Industries,Inc. Fri Aug 06 10:15:21 2004 Page 1 Builders First Source,Jacksonville,Florida 32244 10-10-10 16-2-3 � 21-94 5-7-1 5-7-1 5-7-1 5-3-9 5-3-9 Scale=1:45.2 4x6= 5 6.0012 4x6 4x6 6 3x8 4 3x8 J 7 3x6 3x6 3 8 (c 2 9 Io �1 7x10 11 38 13 12 11 10 39 7x10 II 4x6= 3x8= BOTTOM CHORD TO BE ED FOR IZONTAL BRACING SYSTEM TO BE ESIGNED AND LLY CFURNISH DRIND LOADS. B OTHERS. 5-7-1 10-10-10 16-2-3 _ 21-94 5-7-1 5-3-9 5-3-9 5-7-1 _ Plate Offsets X 2:0-3-8,Edgel, 4:0-3-0 0 2-8 6:0 3 0,0-2-8 8:0-3 S Ed a 12:0-3-O,Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/0 PLATES GRIP LOATCL20.0 Plates Increase 1.25 TC 0.72 Vert(LL) 0.19 11-13 >999 1800 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.90 Vert(TL) 0.26 11-13 BCLL 10.0 Rep Stress Incr NO WB 0.86 Horz(TL) 0.10 8 nla Na Weight:1651b BCDL 5.0 Code FBC2001/ANSI95 — (Matrix) - I LBRACING UMBER TOP CHORD Sheathed or 2-7-7 oc purlins. TOP CHORD 2 X 4 SYP No.1 D 'Except` BOT CHORD Rigid ceiling directly applied or 4-6-0 oc bracing. 1-3 2 X 4 SYP No.2D,7-9 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Left:2 X 4 SYP No.3,Right:2 X 4 SYP No.3 REACTIONS (Ib/size) 2=2374/0-3-8,8=2374/0-3-8 Max Horz2=209(load case 4) Max Uplift2=-1539(load case 4),8=-1539(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/71,2-3=-399012304,3-4=-383112323,4-5=-278411772,5-6=-2784/1766,6-7=-383112336,7-8=-3990/2316, 8-9=0171 BOTCHORD 2-38=-2029/3522,13-38=-2030/3518,12-13=-2031/3518,11-12=-2031/3518,10-11=-1834/3518,10-39=-1832/3518, 8-39=-1832/3522 WEBS 4-13=-102/441,4-11=-1339/1065,5-11=-1055/1778,6-11=-1339/1072,6-10=-96/441 JOINT STRESS INDEX 2=0.86,2=0.00,3=0.00,3=0.84,3=0.82,4=0.35,5=0.83,6=0.35,7=0.00,7=0.82,7=0.84,8=0.86,8=0.00,10=0.28,11 =0.71,12=0.79,13=0.28,1 = ,25 0.25,28=0.25,29=0.25,30=0.25,30=0.25,3a=0.25,32=0.25,33=0.25,33=0.25,34=0.25,35=0.25,36=0.25,37=0.00 and 37 0 0.25-0.25,26=025,27= NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=18ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C,partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.60. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 4)All plates are 2x4 MII20 unless otherwise indicated. Trims Design Engineer:Lamrrence A.Paine,PE 5)Gable studs spaced at 1-4-0 oc. PE No.21475 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1539 Ib uplift at joint 2 and 1539 Dander FirstSonrce-Florida,LLC at joint 8. 65513 Poosevelt Blvd.Jacksomrille,FL 32244 Continued on page 2 August 6,2004 AES ON THIS AND INCLUDED MITEK REFERENCE PAGE III BEFORE USE Waming-Verify design parameters and READ NOT This design is based only upon the parameters shown for an individual building component that g installed and loadincluding verticallyoo ryd fabricated with bracing, gc s the or Buikiffs Applicability of design parameters and proper incorporation of component into the overall building structure,or gee all temporary and permanent b eliv responsibility of building designer and i or contractor per ANSI I TPI 1 as referenced by the building code. For general guidance regarding storage,delivery,erection � �� and bracing,wnsuIt BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from he Wood Truss Council of America,1 WiCA Center, 63W Enterprise Lane,Madison,WI 53719 or the Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 — �— - — _ _ rn DD �; m `< E2 70 x M r 3 D_ N J O 0 7u � rn I I aW n D 0 D O y n • oan � 3 oQ z (D (D °-0 - o°A \ cmmm3 D �° ?ci oma � C� -- :T ix (u � 3Nm z �Q � Q �� 3 n (L3 �N < 000�_ p CU(D O CD O Q a p �a' 000 (D �� N Q O C - 3 n - a0 ate= Q O 9 O Q 0 n O C ( - (D � < p 3 � �Q aO '�_ 50 inO so X003 3Q 0, —:3 (1D ��• c3 :3 oM �= ono -~ D v-o � _ _ - rnS oo' ° m �v'm °m �mQ c M Z N (P Q n a(D Q�- 00 (D =D 5 CDD 3'0 (D n -. a mai ate' n - c TOP CHORD w " O O moo- Z J ci N C1 n n D Z D MZ� C 3 p n m (ni0Z ti A _ O+ Z pmo x O c �mn O �C m �^A w n f3D Ln N `o W a rn �Ni oo w^ O C.a O 70 .�• w O 4 O W O AO X m 0 to N 'o 't' '0 0Z Z n 70 o M G�c 2 D N V � -T-i --1 03 70 _ - V• -e O O m m v' 3 O A r0 N (Mo ° D O O� /�� (A Z r m 0 A `V ` S " V1 n 7 m i ON 3 m n `s A A pl CS V' w TOP CHORD .o 0o 9. 0> Q © to ? W N o o n o 07� mn (pip � p onD c o' � o � � � �� ° � Q 0� 3 33 �� °•°-� ° 3c � �.o Q m Q 3 =0 0o 30n m " � � ° a°3 0m n:3 m•°� CYm �`N° 2-E m3 co Q- U n w Q0 (° �� m33 NQo < n o ' � � n � m Qo �� (D Q(Q (D 0 g 0� QM (DCO o - c0Q 0 - mo -0-0c- �a `Da -• Qs� 3o m3 ° m° nao 0 •„ 30 cumin o 3 -•� 3� 3 na mm /:r am _ < m -. g_m N (D o -a O N '� Q C CI n � (D o N� O Q ^ y'n fl N � � Q CD � (D � N O.C70 4(C) (U � � O 3 - O O _ j 1311 (D O _ -O v1 3 �• � V O v f1V� ® as QQ �°o CoQ �'�� Qc acD1 mQ o O o -� �� cQ� . _m 6 CD=r Z, o cQ o -_ � 0 n c 33 3� o(Do x0 o cQ m (D (DN (� (n O Q O QX � � O 31120 O --c 7(D Q3 �a X03 a� (D N (p �(D « � 7_n � Q � CL fl(D < � oo_ o _ 03 � (Q - m 30n C3P ma a - � 3 n QN :3 ^ O QOo 3N ON Cn pCC 3 a' -^ < Q 00 ;11 Q. m CL eco 0 3 � QQ nQ OQ o_0 3Q N , � 2: -3 00 9.(D c� 3 a Oa Qm Qo 0Q (D.o � 3 C70 - o (D00 �D � a o�' oQ �O Q Qc (1D Q Q 0 -a 3 R--R 0 Q- =- °.a a 5.3 0�. Q� CL`D 3 � (Q -0 M(Q' c �_ t1 C3 0C• Q � 1. -.6 3O (D 3 -• nv (fl CD fln Oc Q Q � H N Q (D N cND (p Q a, (D Q Q N Q N. 3 0 N 0 Q Q (p 0 0 fD = o CD 0 N � cVo� �a � �• a� Q 33 (D3 Qa (Q D� (° Q co (Q N 3 c,o m O 0 0 0 °� o:a � ° o m Z °(D 3 g a° m Q 3 (D� Q ao 7- ::3 3 3 (D O o a 3 6-9.0- Q ..+1 9. 0 N CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826- Fax: 247-5877 y{� ELECTRICAL PERMIT -- -- Permit Number: 19811 Address: 1305 SEMINOLE ROAD Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: SINGLE FAMILY Lot(s):9 & S.W.15 Block: Section: 0 Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: C�W_E-1 fllifl Date Issued: 3/29/2000 Name: ANTHONY COLLAZO Total Fees: 25.00 Address: 1305 SEMINOLE ROAD Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 3/29/2000 Phone:_(_0.00)_00.0-0000 Work Desc: RUN 40AMP CIRCUIT FOR POOL HEAT PUMP v j�1�jfai WIREWORKS/DAVID THIES PERMIT 25.00 FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $25.0014 Date: 3/29/86 61 Receipt: 0045876 ATLANTIC BEAC BUILDI CHECKS 516 00100003221002 j� /CITY O//F Office of Building Official REQUEST FOR INSPECTION Date / I Permit No. TimeA.M. Received �5 P.M. Job Address Locality / Owner's Contractor Name BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing _ Footing Rough Wiring Rough ❑ Air Cond. & ❑ Tem Pole C Top Out Heating Re Roofing - Slab ' p — Fire Place n Insulation _ Lintel L Final Sewer Pre Fab READY FOR SPECTION A.M. Mon. Tues. Wed. Thurs. Friday PM. A.M. Inspection Ma P.M. Final Inspection Inspector �` Certificate of Occupancy Date /CITY O/F Office of Building Official 4 REQUEST FOR INSPECTI Date ` 2 ( - Permit No. 1 3 3 Time / A.M. Received ( c PM ,30� Job Address Locality Owner'sC- Name BUILDING CONCRETE ELECTRIC PLUMBING MECHANICAL - FramingFooting ❑ Rough Wiring Rough Air_ t Re Roofing ❑ Slab ❑ Temp Pole 7_ Top Out Heating & ting Fal Sewer Fire Place ❑ Insulation ❑ Lintel M6 P%:,Lintel ` Pre Fab READY FOR INSPE I Mon. Tues. Wed. Thurs. da P.M. n A.M. •Gi Inspection Made � -P.M. _ Final Inspection Inspector Certificate of Occupancy r Date CITY OF 13 - � Office of Building Official REQUEST FOR INSPECTION Date _ Permit No. _ Time A.M. Received P.M. —)&xLocalit Job Address � /� Owner's— d Name. -- Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL _ Air Cond. & Footing Rough Wiring Rough Framing g Tem Pole Top Out ❑ Heating Re Roofing Slab l Sewer Fire Place Insulation Lintel Final Pre Fab ^ READY FOR INSPECTION l n Wed. Thurs. Friday Mon. Tues ?M. A.M. Inspection Made _—_ — — Final Inspection/)e— Certificate nspectionCertificate of Occupancy __ Date --- --- -- i CITY OF 12e=A—99 Office of Building Official REQUEST FOR INSPECTI Permit No. Date r A.M. Time Received Locality Job ress Owner's Contracto Name CONMECHANICAL CRET ELECTRICAL PLU IN BUILDING r Rou - Air Cond. & -. Framing _ Footing _ Rough Wiring ❑ Heating g Slab Temp Pole C Top Out n Re Roofing = — Final Sewer G Fire Place Insulation - Lintel — Pre Fab READY FOR INSPECTION Thurs. Friday MonTues. Wed.. c A.M. <35r t� — P.M. ade Inspection Final Inspection ^ spector _ Certificate of Occupancy - Date PSR-3844 14 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION - ----- - - LOCATION INFORMATION ---- Permit Number : 14022 iddress : 1305 SEMINOLE ROAD Permit Type: PLUMBING ATLANTIC BEACH , FLORIDA 32233 "lass of Work:ALTERATION ------.- LEGAL DESCRIPTION -------- Constr . TyAe:WOOD FRAME Block: Lot : 9 & S .W . 15 Twp: Section: 0 Subd: Rna Proposed Use: SINGLE FAMILY DSubdivision: wellings : 0 Est . Value: 0 .00 Improv . Cost : 0 .00 Total Fees : 25 .00 Amount Paid: 25 .00 _ T,, F APPLICATION FEES --- -}WNER INFORMA'T'ION ----` ---- - _ _ 25 .00 Name ' ANTHONY COLLAZO PERMIT Addr : ? '?5 SEMINOLE ROAD ATLANTIS'- BEACH , FLORIDA 32233 Phone: 10100)000-0000 ------ CONTFACTOR INFORMATION - Name: TARRY TEAGUE AND SONS Addr : 39ti4 SOUTHSIDE BOULEVARD JACKSONVILLE , FL 32216 r , c: CFC056716 Exp : Type: 4 NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER F"FAILURE TO COMPLY WITH THE MECHANICS' ILDING IMPROVEMENTS LIEN LAW CAN RESULT E PROPERTY OWNER PAYING TWICE FOR B ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT F By: _, CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: d _5 �1'! J=__.1 ______________ OWNER OF. PROPERTY: __________________ BUILDING CONTRACTOR:____________________________________________ PLUMBiNG CONTRACTOR _LAFIRY TEAGUE & SONS -------------------- AND ADDRESS: ell- - --- ------------- TELEPHONE ------------- TELEPHONE NUMBER: _ C��,,�__' .22--------------------- STATE -------------------- STATE LICENSE NO: ANFQO-567-zr--------------------------_ TYPE OF BUILDING: __ __ ______________ ---------- SINKS _SHO RS LAVATORY ____WATER HEATERS BATH TUBS _____________DISHWASHERS URINALS ____DISPOSALS CLOSETS ____WASHING MACHINE FLOOR DRAINS _____________SHOWER PANS OTHER_______________ TOTAL FIXTURE t ]UNT:__________ x 93. 50 r $15. 00 = S__-__--_--- ----------------------------------------- ------ INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 PSR 3844 13550 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION ------ LOCATION INFORMATION Number : 13550 -address 1305 SEMINOLE ROAD erxait ATLANTIC BEACH , FLORIDA 322--,--A Permit Type:ELECTRICAL LEGAL DESCRIPTION '.iris of Work :ALTERATION Block- Lot : 9 & S -W - 15 Twp ,. Constr . Type:WOOD FRAME , Proposed Use ; SINGLE FAMILY Section: 0 Subd: RnaSubdivision' Dwellings : 0 Est . .Value: Improv . Cost : 0 . 00, Total Fets : 0 Amount Paid: "`5 •0C, -MNER INFORMATION ----- - -- APPLICATION FEES Name ! ANTHONY COLLRZr rERMIT Addr : 1305 SEMINOLE ROAD ATLANTIC EEA,--'H , FLORIDA 3, Phone: 01-10 )1000`11000 ---DNTRIiCTC-R !NFORMATION HABITAT ELE,.-'TRICAL CONTRACTOR, 1E28 HAMMOCK CIRCLE WEST jAc'K;'_10NVTLLE , FL 32225 ER0012607 Exp, NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.99 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $25.00 14 nllm— 71 pt AIR4 To T0 HE PRPERT) E4FOR CHECKS 00109003221000 ATLANTIC BEACH BUILDING DEPARTMENT B ATLANTIC CITY OF ATLANTIC BEACH, FLORIDA Approval by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:— 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. ELECTRICAL FIRM: ASTER ELFCTRICIA IGNATURE JOURNEYMAN NAME �R' 4l�1�Z� ADDRESS: S`elW��Y1d d.1 RFD—BOX— BLDG. FDBOXBLDG.SIZE BETWEEN: RES. (X) APT. ( 1 COMM. ( 1 PUBLIC ( ) INDUS. ( 1 NEW ( ! OLD ( ► REW. ( ► ADDITION ( 1 TRAILER ( ► TEMP. ( ) SIGNS ( ) SO. FT. SERVICE: NEW ( 1 INCREASE ( ) REPAIR ( ► FEE CONDUCTOR SIZE AMPS COPPER ( ► ALUM. ( ) SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN I TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT Q-1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE I PHS MISCELLANEOUS GSD PSR-3844 r 13333 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION ------ - - ---- LOCATION INFORMATION Permit Number: 13393 Address : 1305 SEMINOLE ROAD Permit Type: SWIMMING POOL ATLANTIC BEACH, FLORIDA 3223- Class of Work NEW --------- LEGAL DESCRIPTION - Constr . Type :W00D FRAME Block : Lot : 9 & S.W . 15 Twp : - Proposed Use: SINGLE FAMILY Section: 0 Subd: Rng: Dwellings : 0 Subdivision: Est , Value: 0 . 00 Improv. Cost : 14 , 000 .00 Total PQ 30 . 00 Amount 30 . 00 10/1997 000 GALLON POOL PER PLANS ---- ---- OWNER INFORMATION -------- - APPLICATION FEES ----- Name ' ANTHONY 1"OLLAZO PERMIT 30 , nn Addr : 1305 SEMINOLE ROAD ATLANTIC BEACH . FLORIDA 32233 Phone (000)000-0000 ------ CONTRACTOR INFORMATION -- Name : MAY POOL BUILDERS rddr: 1602 N . 3RD STREET JACKSONVILLE BEACH , FL 32250 Lic : CPCA37046 Exp: pe, NOTES: NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $36.88 14 23$8 ATLANTIC BEACH BUILDING DEPARTMENT �:a1 �a612�16E'ri RECEIVED FEB 1 8 1997 CITY OF ATLANTIC BEACH City of Atlantic Beach APPLICATION FOR POOF,, PERMIT Building and Zoning Job Address 1305- Sem,N,oc, Lot tt 9 d.S.UJ. IS'of Lar,0 Block # Vui T Subdivision $SL .W VA- � iAA Owner ikN-raoojY Co .a- Address 13ti S SSMw RA Contractor 'ice i)A i f�o.c, �urWEi1J� Address (`02 � s�- �-. „ ; 32.2-1S+ License Number C.AC..4 37o#L Valuation $ 14.eom no Gallons l,..ow,eo SITE PLAN front Q m N w , cD rear Signature Owner � (-o /A�zo Date 2—q'`i7 Signature Contractor Date This instrument Prepared By: Name ,.1 ( r►2.Y Address N. 7 14D-ST• Permit No. Tax Folio No. NOTICE OF COMMENCEMENT STATE OF COUNTY OF ✓�- THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of property, and street address if available) Lot `t 4 S.L,-). 15' of 4.o-r to � �jE t-Vd .�.�J1%N A- � V 1J i T t 2. General description of improvement: Swt'AAAAWL ?,Po,. 3. Owner information Ac�YA� C.ou.n zo a. Name and address: (-So 5 SetNs,,E moo, b. Interest in property: FF-r-s(.wPLc c. Name and address of fee simple titleholder (if other than owner): 4. Contractor: MAt '! P„,X- 4un..berL". a. Name and address: Roo?-- a(. 32-D s-r_ -32- b. 2-b. Phone number: 2Iq --t 178 c. Fax number (optional, if service by fax is acceptable): z4q-0'(457 5. Surety — a. Name and address: b. Amount of bond $ c: Phone number: d. Fax number (optional, if service by fax is acceptable): G. Lender FlNAwrcr,_ a. Name and address: 33i AAeVA#Csc-f.- s-r_ , 5v,*TL (-to . 5-r., P'4-'%- IOAJ* ,j Stat -/3i1 b. Phone number: I- goo -- L- -1 4e4 t,.,- ... ..........� i.i..�. This instrument Prepared By: Name `44._. DMdd _ Es ook 8553 Pg 2298 N � Address_((a�, "40`21 D f ( I ` Permit No. Tax Folio No. NOTICE OF COMMENCEMENT STATE OF L , COUNTY OF :D ovAA THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of property, and street address if available) L.oT 9 1S.w• �5 o'P �-`•OT ro � SEtrVa- •l�/a11-i N A- t U�3 i T � - 2. General description of improvement: g�.,;M�•;N� oo` Bk. 8553 Doc# 97039296, 3. Owner information Atvraoe ol Lo"-&-Lo Filed & Recorded 02/25/37 a. Name and address: 13o 5 SeMiNeL.E rz.o. 08:14:35 A.M. b. Interest in property: FEF S;AAPLC HENRY W. COOK, c. Name and address of fee simple titleholder (if other than owner): CLERK CIRCUIT COURT DUVAL COUNTY, FL REC. $ E.00 4. Contractor: MArt Pte_ 4UIL-DEA. a. Name and address: i Lao 2_ a. 3-I!0 s-r-- --r4-*, 3c l► • �F L 3 2-2S"6 b. Phone number: 2 q l --717g c. Fax number (optional, if service by fax is acceptable): ,2Aq-0 457 5. Surety — a. Name and address: b. Amount of bond $ c: Phone number: d. Fax number (optional, if service by fax is acceptable): G. Lender F'N4A1crt a. Name and address: '53x Air A0CSo-r-A- s-r_ i 5-'M (010 , 45-r' Pw>r 1 /t�N. 5"5�e1 b. Phone number: l- $oo - (•(e-7--1 z4-4 7 c. Fax number (optional, if service by fax is acceptable): 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided in section 713.13(1)(a)7., Florida Statutes• a. Name and address: b. Phone number: c. Fax number (optional, if service by 1'ax is acceptable): 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes a. Name and address: b. Phone number: c. Fax number (optional, if service by fax is acceptable): D. Expiration date of notice of commencement(tile expiration date is 1 year from the date of recording unless a different date is specified) Sworn to and subscribed before me by/f'V W I/C 0lldzo Signature of Owner lz� 40m,/ l .vl,n is nPrcnn:llly I:nown to me of produced ` /�� 1 SHOWING S(JRVEY#ji - LOT 9 AND THE SOUTHWESTERLY 15 FEET OF LOT 10, EXCEPT THEREr•R'Om � A THAT PORTION OF SAID LOT 10 DESCRIBED IN DEED FROM WALLACE �A. BROWN, HIS WIFE, TO FRANK J. TASSONE AND 30SEPHINE P. TASSON-E HIS WIFE RECORDED IN DEED BOOK 1762, PAGE 6.00 , ALL IN BLOCK 1 , SELVP. MARINA UNIT #1 , ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 23, .PAGE 4 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. NOTE: THERE MAY UE ADITIONAL RE5TRICTIONS THAT APPLY THAT ARE NOT SHOWN ON T1115 SURVEY BUT P1AY BE FOUND IN THE PUBLIC RECORUS OR FACILITIES OF•THIS COUtJTY. SEMINOLE O,o, ca r¢u v�>� j cOuUTY V_L)AD ►�o. c.c.s �k1c46 ( tab 21t,.fT or , .AY� Fov1m '(1 f lJ.4� zL; is ._ 125.btu 1cut, v1oE 44-t.' I{r.— ^.I l T0 _S' 7(5\ ISEA e,1 CAYt4 Q A314 f ll (n � N ZEST IL I CT1 tet; !<.ICTio►.i L..1.UE c.AR.PORT I 'r ra- GaVC. I n - O L1•,E O tiGIL cnt PoOLT Lwwt ^ J fS.q' M F 1 F it Mir :2 —k � 22 s m tn r ,woo .2y 7 w G 11 7 j t' STuZ7 1 t 113v1. p-r G { wntl wl ^, SA1ELITE F2AH6 LES .4 J3oS � _5 }• JU e 0 ¢Wr; p - i LI pa V� i♦�.S Oiy.y� N s MIS Q. ; Q 7 G 61 . ET&L v / WCL H 2-i ;,m I oy c—ic.. A: tyl 1[eu PIPE } r l iO4B a { LLP 4q.)•3Q•, 00 V • c.1a1u ut,� y� t r-EutE I r jTYPtc oL) 11 LftT A 5• i T or 717ES. V� un DEED p�PtCE 1 bDEsce1(SED This is a boundany Sc:rvc . MOT IucwpE1/V Flood zone x as best -,scertained frCM Floor: InSu:.ancC Mate Map, cwm'u ni v pa.-lel FEB 1 8 1991 Fearing datum bdSDC Oil Sa+cta@Qf l•- ¢i:j L_iuE of Sc Htubtrc Z044 0,e11.,t.. " 4'1';t:to je . Cltv of Atinntir Raa,-h G vor NO NV�d SlIll ° 1 d p > > F m r�n t m NI >rl -)1 IO fv D CD- ;� Z rJz Yn OC) off_ o� 1 • -.nz �• O C Q7 70 :17- > �mz�� y m u'c�co LJL I t .x , -9 .0 Ll N, m c CT) -ILA t7 L -- K:' . . D .t S NOTE: STUMP REMOVAL INCLUDED. FILTER PAD TO BE ENLARGED 1�tve�-r.oNS FOR.FUTURE HEAT. Ltd? (0 o iz-rA)A N I5 Coo T�20v`Ll s- wA-Y iNTEiZS�c-riGaJ. �� '8FOAJ IZi vNT `-v/B RETURN TURNS RE RN _ RECE11VED PLANTER, FEB � 8 1991 PALM City of Atlantic Beach gullding and Zoning EXISTING'CONCRETE P F TO BE SUNDECK --- RIVER ROCK Sr : I/e- MAY POOL`BUILDERS ENI�E ' Swlmi@ Pools&Service: ► . MAY _,s02 N.3rd Strid _: RD. POOL Jacksorivdle Beach,FL 32250 FL. BUILDERS so4-2417178 cPCA3io46J OFncE I POOL E ISTOM 4 2 SIZE ' 3 3 I DEPTHS '=5'- 3 6 4 CAPACITY 5 STEP To I WIDE BENCH(Es)2 6 SWIMOUT I 7 RECESSED STEPS WIGRABRAILS 8 HANDRAILS) 9 GRABRAIL(S)- 10 LIGHT- ". 1t T1LE 6 12 KOOLDECK UP TO S° FT. 13 SUNDECK UP TO 700 SQ Fr. 14 I PUMP-.' OE H.P. II 15 I FILTER` 16 CHLORINATOR CLORMATIC 0__lPALk,, 17 I SKIMMER(S) 2 18 MAIN DRAIN I 19 RETURN INLETS 4 20 CARETAKER FLOOR SYSTEM NO 21 I AUTOMATIC CLEANER RAY VAC SKIMME 22 RAISED DECK N 23 DIVING BOARD N 0 7-6 1 24 I SLIDE N 25 HEATER N 0 26 GAS HOOK-UP: N Q RETURNF!OOR RE 27 I DECO-DRAIN A 14=0 5' 28 I CLEANING EQUIPMENT IN I 29 LEAF SKIMMER WALL BRUSH TEST KIT HOSE POLE START-UP CHEMICALS RA`(V A VACUUM RETURN 30 I SPA INFORMATION(CONCRETE) N 0 + SIZE DEPTH JETS BOOSTER PUMP HEATER COVER LIGHT SPILLOVER OTHER: 31 ADDITIONAL SPECIFICATIONS: I E APP► IQL. E PEBBLE FINISH ON POOL AND/OR - - SPA INTERIOR, c'X G" CAP TILE ON S TIEP AND BENCH EDGES. ACCESS LETTER OF PERMISSION T ELEVATIONS . TRD TREE REMOVAL BY OTHERS DIRT REMOVAL FRS LA AY l:'Q_QL3U CEMENT REMOVALM Ay (LL D ELECTRICAL HOOK-UP MAY POOLA SWIMMING POOL I POOL SAEgF1CAT10rtS COLLAZO RESI DESIGNED BY PERRY 1305 SEMINOL DATE ATLANTIC-BD tHOME246-6494 DEPARTMENT OF BUILDING 5 3 9 6 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 19 Valuation$ 1,479.60 Fee$ 15.00 15 40VT 3251 IA �/I,I/ This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. iJ .f' This is to certify that—, CE BURNS I OOII has permission to build CARPORT AS PER PLANS SUBMITTED Classification SINGLE FAMILY Zone RS 1 Owned by MARTHA B. BOLLISON Lot 9 Block I S/D Sel Marina House No. According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS = AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS -n AFTER DATE OF ISSUE O Building material, rubbish and debris Z from this work must not be placed in public space, and must be cleared _ hauled away by either con- /trac r owner. % Building Official. FOR OFFICE PERMIT DATE � ��CON�TRACTOR�� USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER Bu11.Di�i;: ----- 1'1_U 11A NG: _-- IOT: --- - - - ELECIRI CAL: - --_-- -_- - - BUILDING PER:-11T vlol,,KSHEET HEATED SQUARE FOOTAGE: - @ $ - __--_ - ------ per sq. ft. _ $-------- GARAGE (PRIVATE/SHED) : per sq. ft. _ CARPORT: V @ $ --- -Q= - -------- per sq. ft. = $_�66 PORCHES: ---- @ $ -- --- --- per sq. ft. = $----------- DECK: - -- -- @ $ ----- --------- per sq. ft. _ $ - ------- PATIO: -- -- - - ---- @ $ -- -- - ------- per sq. ft. _ $.- --- --- TOTAL VALUATION: $-- - - - --- PERMIT FEES TOTAL VALUATION DATA I $ 9�QcTi'�,J U $ REAIAI�-DER VALUATION _6 $ per thousand or portion thereof TOTAL BUILDING PERMIT FEE. . . . . . . . . . . . . . . . • • • • • • . • • . .$ - . Gd PLUS 15 THE BUILDING PERMIT FOR PLAN FILING FEE. . . . . .,. . . . .$__ _ TOTAL FEE DUE. . . . . . . . . . . . . . . . . . . . . . . . . . . - $,_ ---------------------------------------- PLUMBING PERMIT FEE: $ MECHANICAL PERMIT FEE: $ _— ELECTRICAL RESIDENTIAL• $ ELECTRICAL TEMPORARY: ]WATER METER SIZE: FEE: $ SEWER CONNECTION CHARGE: SQUARE FOOTAGE: FEE $ WATER CONNECTION CHARGE: FIXTURE UNITS @ $10.00 PER UNIT: $ ACCOUNT NO. : APPROVED BY: TOTAL BUILDING/PLAN FILING FEES; $ TOTAL WATER METER CHARGE: $ TOTAL EATER CONNECTION CHARGE: $ —. TOTAL SEWER CONNECTION CHARGE: $ _ �S�a GRAND TOTAL DUE: $ ---— 60 I FOR OFFICE USE ONLY Date....................................19 --- Permit #-----••.................Fee$------------------------ CITY OF ATLANTIC BEACH valuation $---------. FLORIDAHouse #---------- -------------------------------------------- .----••--------••••--------•-----------------------------------•---... APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date------------ / ---_--•................................ 19-0.... D //< JD/� Address l�JJ /y � O � Owner.-- . --=--- ----------- .... i . ----Telephone No.2Z..'.. ..L.... Architect----------------------------------............... .....................................Address,----------------------------------------------------•----Telephone No.----_----------_------- Contractor Builder---4V,49111.1 CF- -tJ/_Af 5-------------------Address---- ... --.............................................Telephone No.....-- ----- ------------ Lot No.--- ��v ,�J�n r ----------9 Block No. Sub Division - A '"�•-7.��t.l� ..............................Zone Street.... -- Side Between._...._?�L.�Ll. r lkLv�°a------....-• o►_EiY/.-.G�O E-. Sts. Valuation $.../ �fc�-0t�------For what purpose will building be used-------- -T----Type of construction MC41 / ,CW r/E Dimensions of Building---4_1 __x h-.-------..Dimensions of Lot._-------------------------------------------------- --Size of Footings._.N.P41�-C................ .-;- yp �,c0 ..!✓ /(LU/✓ __ .....Greatest Sill Span in ft._.-.��"�-------T e Roof. f�:... Size of Piers.._.��---------- -----Size of Si s_,_,../. - How will Building be Heated?....._....._.__ ._�/U.+�.--- ---------Will Building be on Solid or Filled Ground?__-- --_------------------------- )e - -- .6 it Size of Ceiling Joists-------- �/---- --------------., Distance on Centers.. .... . . __----------------------- Greatest Span---- --•----------•---------•-----•-•• Size of Floor Joists_---------./UAY� ------------ , Distance on Centers.. .. ............ Greatest Span-------------------------------------------• " �Np1l/ __............. Distance on Centers __ _ - --- ------ Greatest Span.-------....------------------------..------ Size of Rafters " This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. O V E D A P P T OTIC BEACH Inspections required. 1. 17,G OFFICE 1. When steel is in place and ready to pour footing. W W 2. When steel is in place and ready to pour columns and/or lintel. 1 Y j Z 1 �93 a 3. When steel is in place and ready to pour beam. E, 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. _ W 6. When septic tank drain field or sewer is laid but before it is covered. r A A 7. Electrical inspection by City of Jacksor.ville. � m 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT 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 s cificationa, which are a part here nd in actor ce with the be4dn _ a regulations of the City o each. Signature of Builder-- GE 7�C�'`"" -Xddress--- .STN Address ......... --------------- .------- --- Signature of Owner_ . . I I --. 6f,Z waLAy m a x� P �{ :14 u-, . .j r Tr% � a � 0 N R �tZ�C BEA �` a a Gijy G` ®it.G mF ,G£ �- `� �;FL i { MAP SHOWING SURVEY OF 1e5;e- AS RECORDED IN PLAT BOOK ZLPAGE 4 OF PUBLIC RECORDS OF DUVAL CO., FLA. i FOR 424I//42 �r�-- i /��1�'i�l� 1� • 1�� /�i SO.f i - L (Go��fy ,Coad /V° ad 7�) l �O i IVW7° 26, /D""_r — — JJo• I 15• BS' — T — — /S � re• Conc• price. � I �, � Cdr 2 ,6Ior 4• 45' N zs �. � Zo• � P.sfio '� �.\ \ i Ira io8 Z�D�, 5� yi o/ FOR OFFICE USE ONLY Date------�F.:S -•-------------195 J. 00 Permit #4�_� .1---Fee$......%------------ TOWN OF !`-ATLANTIC BEACH :frrrra Valuation $---- ------ FLORIDA House #---------------- ------------------------ fl -------------J -- e-w--/w-/h- --X APPLICATION - FOR BUILDING PERMIT ---------------------------------------------------------- Application ----------------------_-------------- ----------- --------------------------------------------------------------------------- Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the Town of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the Town of Atlantic Beach and all rules and regulations of the Building Department of the Town of Atlantic Beach, shall be complied with, whether herein specified or not. automatically responsible to ascertain that all sub- The Contractor or Owner-Builder who has been issued a Building Permit is a contractors engaged by him are duly licensed in the Town of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. 19 Date_/4 ----- -------- ------ Address,/5��— -5 1 -------Telephone No..-- - ---------------:� -07 ---------------------------- Own V-4 - _ Address ddress. -----Telephone No. Arq -------- q Architect---:::< N -----------------------Address----------------------el Telephone N.o.--.------/..*-------------- Contractor Builder--__---_---- --------------- 7----------------------------------- f --------Zone----------------- ock No.--/-..---------------------Sub ----------- ------------- _B1 Division _Sts. - -----Street---------------------.-�Side Between-----------------------------------------------------and-----------------------------------------------------S 2 4�1 -Type of construction-oe�"---�,-,�,x4-/,- Valuation �—_�_ or what purpose will building be used/ CVIL - V_�r_-- ' --------Size of Footings---2_,-�,;-P---- --------------------- Dimensions of Building 16ZL,44__,;C __':_9__Dimensions of Lov/,�9--->Z -- ----------------- �w Size of Piers-----------------------------------Size of Sills-------------------------------GTeatest Sill Span in ft.--------------------------Type Roof-.&-_v------------------ -----------I---Will Building be on Solid or Filled Ground? ------------ How will Building be Heated?�4--- Size of Ceiling Joists---------------------------------------, Distance on Centers----------- -------------------------------- Greatest Span------------------------------------------- ---------------I Distance on Centers--------- -------------------------------- Greatest Span-------------------- ------ Size of Floor Joists-----------------------------------•--- 4��, --------------------, Greatest Span------ ------------- Size of Rafters---- 11:5P centers --- ----- ------- --------------------------------------- Distance on This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. W Z 2. When steel is in place and ready to pour columns and/or lintel. Z 3. When steel is in place and ready to pour beam. 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field is laid but before it is covered. W 7. Electrical inspection by City of Jacksonville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT �w In consideration of permit-given for do' g the work as described in the above statement, we hereby agree to perform said work in accordance w4 ;�c d specifications, which are a part hereof, and in accordance with the building jho attache pi s an regulations of the To", is B - A ,i ---------- Signature of ................................................. / ... Address/ Signatureof Owner-- ------------------------------------------------------------------------- Address---------------------------------------------------------------------------------------------- 4 DEPARTMENT OF BUILDING PERMIT NO—41A " CITY OF ATLANTIC BEACH,FLORIDA 1)•fta T PERMIT TO BUILD 199UDCKT THIS PERMIT MUST BE POSTED ON JOB 7664 1A 11/03/8 4848 9DUCAC Date NOVEMBER L-19 81___ 7864 1 .A 11/03/6 Valuation$_5,000.OOFee$ 19 00 1000 This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that MARTHA B. DOLLISON 1305 SEMINOLE ROAD, ATLANTIC BEACH, FLORIDA has permission to build ROOM ADDITION AS PER PLANS SUBMITTED Classification SINGLE FAMILY Zone PUD Owned by MARTHA B DO j Block_—S/D Lot House No. 1305 SE14INOLE ROAD According to approved plans which are part of this permit CE—ALL CONCRETE FORMS NOTI = AND FOOTINGS MUST BE IN SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS -n AFTER DATE OF ISSUE O Building material, rubbish and debris —' zi from this work must not be placed j in public space, and must be cleared up and hauled away by e<t r con- ttractor or owner A, i+1ILLIAM MO UJ Building OfRcial. I I PERMIT DATE CONTRACTOR FOR OFFICE NUMBER USE ONLY PLUMBING ELECTRICAL SEWER WATER CITY OF ATLANTIC BEACH, FLORIDA Approved APPLICATION FOR ELECTRICAL. PERMIT Ao TO THE CHIEF ELECTRICAL INSPECTOR: DATE: Z 19_t IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY RE A PART HEREOF, AND IN ACCORDANCE WITH THE IELECTRICAL TH THE AREGULATIONS,CHED PLANS AND SPECIFICATIONS, WHICH AAGREE TO PERFORM SAID WORK IN ACCORDANCE CODES AND CITY OF ATLANTIC BEACH ORDINANCES. MTER ELECTRICIAN/3G '��SIGNATURE IGc NATURi E ELECTRICAL FIRM: T 0 2d -RFD—BOX— NAME RFD BOX NAME�I 'PIJ- A ,B 2dZ_V)A/ ADDRESS: BLDG.7) APT. BETWEEN: / RES. ( ( 1 COMM. ( 1 PUBLIC ( ) INDUS. ( 1 NEW ( 1 OLD (,.Jr REW. ( 1 ADDITION ( TRAILER 1 ) TEMP. ( 1 SIGNS 1 1 SQ. FT. FEE SERVICE: NEW ( 1 INCREASE ( 1 REPAIR ( 1 CONDUCTOR SIZE AMPS COPPER ( 1 ALUM. 1 1 SWITCH OR BREAKER AMPS PH W VOLT //(CaUWAY RACEEWAY EXIST.SERV.SIZE j AMPS PH _� W VOLT I FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES _ CONCEALED OPEN TOTAL 0-30 AMPS. 31-100 AMPS. SWITCHES INCANDESCENT — FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER BELL TRANS APPLIANCES F. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS 1H.P. 4HEATKW-HIEAT 0,1 MOTORS H.P. VOLTAGE PHS NO. MIELLANEOUS ann v OVER 600 V. FOR OFFICE USE ONLY Date------------------------------------19 ------ Permit #------------•-----------Fee$--••---------------•-•-- CITY OF ATLANTIC BEACH Valuation $----------------------------------- FLORIDA House #----------------------------------------------------------- --------------------- APPLICATION FOR BUILDING PERMIT •--------------------------------•------•-------------------------------•... Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Oof Atlantic rdinance of ns of the Laws of the Statthe City of Atlantic Beach, Florida, and the all p ding 1Department of the City of eAt antof ic da, all ordinances of the l Beach, shall be complied dwith, whether Beach and all rules dregulations herein specified or not. ing Permit is automatically responsible r ascertain that all sub- The Contractor or Owner-Builder who has been issued a Buildevent delay or contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prembarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licensee be verified. Date------------- /.. ................................. 19- �o ll� o a/ M6 � y / D S ��1- _o h_ .__. Tele hone N •----------�•----`----------- o / -----•---.._.._..-•-•---•--------..Address.---�......-•-------------- [[t� P Owner_xd"O-�IT-h'•--•---••------------------ Architect ...................Address.-----------------------------------------------------------Telephone No.---•--•-•-••--------•------- --•--••yy--j-----•-•-•--------- /�lW441 r ................Address .......................•--••-••....... Telephone No... Contractor Builder__.__ [C -�--- Lot No---------------------------------------------------Block No..---•--••----------•--------Sub Division---------------------------------------- ----------------- Street--- --------------- Zone and-----------------------------•---- ...............Sts. what purpose will b Side Between......... ......................•-._____.____.__.. � �� Street ----- ----------- Valuation $ iNJ00 _ building be used .. p ---_--Type of construction-------------------------------••----- ` �O S � .5�...................Size of Footings----_--_-------------------------- Dimensions /y ------.----Dimensions of Lot- -------•..................... Dimensions of Building------ Size of Piers. -S a of Sills---J•---------------------Greatest Sill Span in ft..------------------------Type •- /� lcn/T--�7-£q7..................Will Building be on Solid or Filled Ground?.__._____.._._......_......_____..___--. How will Building be Heated?___..�`---°�--• „ -•---...._ Greatest Span-----•-�f---�T--•-----•---------------- Size of Ceiling Joists------ -- - ----------------•-- Distance on Centers--.........=�-....-_..___......• , it . 1110 -T Distance on Centers_....... ............... Size of Floor Joists-. .................. Greatest Span-------------------------------------------- Size of Rafters_-_---.-._______------------------------------- � Distance on Centers. ...._ . Greatest Span.--•--•-•--------- -•--•---••------•----- to This rectangle is to represent the lot. Locate the building or buildings in the c-)-right position. Give distance in feet from ? m�D lot-lines and existing buildings. C REAR LOT LINE Two copies of plans and specifications shall Z --4;0 �bbofo be submitted with application. O 2 0 Inspections required. C")G W W 1. When steel is in place and ready to pour footing. Qp r7lo z 2. When steel is in place and ready to pour columns and/or lintel. "+ m p p j e Q � jAC �i5 H 3. When steel is in place and ready to pour beam. = o 1 -5 /� o 4. When framing is completed. A//� •] 5. When rough plumbing is completed,and ready to cover up. W v W 6. When septic tank drain field or sewer is laid but before it is covered. In 7. Electrical inspection by City of Jacksonville. 8. Final inspection. 1 Note: In case of any rejection,re-inspection MUST be called for after 0 corrections are made. FRONT OF LOT 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 buildir regulations of the City of Atlantic Beach. Signature of Builder....... . ................. Address_...--••---•-----•----••----- ------------•-------� •----- u Address... �_ -----•---•---- -- Signature of Owner------------- ------------------------------ DEPARTMENT OF BUILDING 3222 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date October 27 19 76 Valuation $ 15 , 000- 00 Fee $ 45 . 00 This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. This is to certify that Dave Plummer Const. Co . has permission to buil' additional bedroom and bath room Classification 7.one Ownedby Mr. & Mrs . C. B. Dmilison Lot Bloclt S/D House No. 1 '�QN SPmi nn] P Rnad According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS -� AFTER DATE OF ISSUE ♦__� ► O Building material, rubbish and debris from this work must not be ed in public space, and must be cleared up and hauled away by either contractor or owner. R. C. Vogel Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER (� 1 ?222 X1;.00 PLUMBING ELECTRICAL SEWER WATER 3222 DEPARTMENT OF BUILDING PERMIT NO. CITY OF ATLANTIC BEACH, FLORIDA PERMIT OPOST BUILD roe THIS PERMIT MUST Date ),er 17 19 76 45. 00 15 000. 00 Fee $ valuation$ fee has been paid to City Treasurer, and is This permit not valid until above provisions of law- %abject to revocation for violation of applicableConst. t' ` Dave Plummer This is to certify tha F — additional bedroom and bath room t has permission to buil E ne Classification C. B. Db l l i s on Mgr, I i Owned by Bloc S/D Lot _ 1 P pati_ House No. - According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND IN S ECTED BEFORE POURING. P AFTER DATE OF ISSUE MONTHS material, rubbish and debris Z Building laced in from this work must not be p --� be leared UP '{ public space, aand hauled away ynd °either st contrtrtor or owner. R. C- Jo rel Building official- CONTRACTOR E PERMIT DATE t FOR OFFICE NUMBER USE ONLY PLUMBING ELECTRICAL SEWER WATER BUILDING PERMIT APPLICATION JURISDICTION OF APPLICANT TO COMPLETE SECTION A ONLY SECTION A JOB ADDRESS 13 c LEGAL LOT NO. BILK. TRACT 1 DESCR. (OSEEATTACHED SHEET) OWNER MAIL ADDRESS ZIP PHONE 2 l v2 S, C. ,'3. )_ t y CONTRACTOR MAIL ADDRESS PHONE LICENSE NO. 3 2,q6-- Lt s- & 813 oc o"3, /S" ARCHITECT OR DESIGNER MAIL ADDRESS PHONE LICENSE NO. 4 ENGINEER MAIL ADDRESS PHONE LICENSE NO. 5 6 CLASS OF WORK: ❑NEW [ADDITION [OALTERATION REPAIR MOVE REMOVE ,/ 7 BUILDING CHARACTERISTICS C.PRINCIPAL TYPE OF FRAME G.DIMENSIONS Y 3 yl A. PROPOSED USE GROUP _MASONRY NUMBER OF STORIES RESID TIAL NON-RESIDENTIAL -; WOOD FRAME TOTAL SQUARE FEET OF FLOOR STRUCTURAL STEEL AREA,ALL FLOORS.BASED ON X REINFORCED CONCRETE EXTERIOR DIMENSIONS ONE FAMILY DWELLING E:]ASSEMBLY _OTHER -SPECIFY TOTAL LAND AREA,SQ. FT. CjTWO OR MORE FAMILY DWELLING; ❑BUSINESS (OFFICE) H.NUMBER OF OFF-STREET NO.OF UNITS D.TYPE OF HEATING FUEL PARKING SPACES EDUCATIONAL ENCLOSED ❑HOTEL,MOTEL,DORMITORY, GAS OUTDOORS NO.OF UNITS ❑FACTORY -INDUSTRIAL -OIL .ELECTRICITY I. RESIDENTIAL BUILDINGS ONLY [:]GARAGE GARAGE ❑ _COAL ��A PORT ❑ INSTITUTIONAL —OTHER -SPECIFY NUMBER OF BEDROOMS OTHER -SPECIFY ❑MERCANTILE E.TYPE OF SEWAGE DISPOSAL NUMBER OF BATHROOMS []STORAGE PUBLIC OR PRIVATE COMPANY FULL _ ?�11tf !j V OTHER-SPECIFY —PRIVATE (SEPTIC TANK,ETC.) PARTIAL F,TYPE OF WATER SUPPLY /PUBLIC OR PRIVATE COMPANY PRIVATE (WELL,CISTERN) B. NON-RESIDENTIAL — DESCRIBE IN DETAIL THE PROPOSED USE OF THE BUILDING. 8 VALUATION OF WORK B. PLUMBING$ � �t7 o#0 A. BUILDINGS �d�s�� C. MECHANICAL$ D. ELECTRICAL$ � E. OTHER$ F. TOTAL VALUATION / �� • I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPROVED APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS CITY of ATLANTIC BEACH TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT BUILDING OFFICE PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULAT- DateZ�-- IN STRUC"CONTRACT ORMANCE OF CONSTRUCTION. �.. (DATE) r SIGNATURE OUTHORIZED AGENT SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) CITY OF ATLANTIC BEACH, FLORIDA rTOTHECHIEF ELECTRICAL INSPECTOR: DATE: 19 < D Cr;rCRTANT r4OTICE: IN CONIS!DERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HERESY ACREE TO PERFORM SAID WORK IN ACCCRDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, ',','H;CH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATL ANTIC i_EACH GT;DWANCES. ^/ S (VV(./lll r 1 LECTR AL FIRM: M . TER EL CTRICIAN SiG1 URE N �" ^ RFD—BOX Ar, _ 1t E_�- _- ?LDG.SIZE— SETVi'EEN:�G 7=c. (e�/ „pT,; ) CGL;.A. ( l PUBLIC{ ) INDUS. ( ) NEW ( ) OLD 1 f REW. { ) ADD IT:ON (`-•1 --;tLER 1 ) TEMP.( ) SIGNS ( ) SO. FT. — _— S_;;VICE: NEW( ) INCRE.^.SE ( ) REPAIR ( ) FEE CC .109CTOR SIZE A'.'PS COPPER ( ) ALUM. ( ) 'iCH OR SREr'—;:R __-- AIMPS PH Vi VOLT :1 CEWAY EXIST.S-RV. S:'_F A!,S?S Z P H 3 W(��'OLT �(/ AC;:*vVAY � � SIZE NO. SIZE `J 0. SIZE ! FEEDERS — – — Llr'H7{I:G OUTL'EM CONCEALED � OPEN I T•OTAL '2 — RECEPTACLES CONCEALED OPEN TOTAL 91-107 AMPS. � - SY:ITC H S I AW..?5__ OVA I _ — ELL TRANSF. $ Alai-- -P. RATING � H.P. RATING CC'tDtTICI�.`:G "•P. ! OTOR OTHER MOTORS A!.''S CEIKEAT:l L f:'.: HEAT _ -- OVER I MOTORS I = VOLTAGE PHS. NO. i zLP. VOLTAGE FPS = -- CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:- IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DRDANC WITH OTHE ATTACHED RK ASBPLANS AND SPECIFICATIONS,D IN THE FOLLOWING, HEEBY AGREE TO PERFORM SAID WORK IN ACCO WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. JOUNLYAMELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE AVbRFD BOX NAME y ADDRESS: BETWEEN: BLDG.SIZE RES. ( 1 APT. ( ) comm. ( ) PUBLIC ( ) INDUS. ( ) NEW ( ! OLD l �1� REW. l ) SO. FT. ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( 1 FEE SERVICE: NEW ( ) INCREASE ( ) REPAIR l ) CONDUCTOR SIZE AMPS COPPER ( 1 ALUM. 1 ) SWITCH OR BREAKER AMPS PH W VOLT 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 31-100 AMPS. 0.30 AMPS, SWITCHES INCANDESCENT --------- FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER BELL TRANSF. APPLIANCES AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS ��