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51-53 10th St West (vault Folder) - Permits ADDRESSl BUILDING PERMIT NUMBERp� INSPECTIONS : FOOTING UNDER SLAB PLUMBING �� 2 0 - SLAB -SLAB 3 FRAMING 7 - -�I -7 COVER-UP INSULATION -�1 - FINAL BUILDING -9 7 CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # 65 , " S 7 1� 7 INSPECTIONS ROUGHT `el -9 FINAL 5 - -o 7 MECHANICAL PERMIT # PLUMBING PERMIT # f0 L3? -/ � �` ``9" NOTES : Tertiftatte of Mccupattru (Mu of AtIon it Near# -- Nlodba Department of Nuilbing Inspirttnn ..., This Certi�vate issued pursuant to the requirements of Section 103 of the Southern Standard a iuilding Code certifying that at the time of issuance this structureiwas in compliance with the various ordinances regulating building construction or use For the fallowing. Use Classific ion telex ResiddenCe `k Bldg.Permit No. 13015 Group W.frame Type Construction dU_ ire Ristrict AtlSnti+c Beech Owner of Building Bennett 12053 Versailles Street Kevin W• Address s k _ . a''Lie—,- F 32'a n �zr��.av�rv-.�xe-! r� �c.r�z��--� Buildin ress--.� Locality Atlantic $ ae chr T, 322.33 W, C. By: DON C. FORD Building Official Vt! ^ Rate: �5- 3 POST IN A CONSPICUOUS PLACE I MAP SHOPPING i BOUNDARY SURVEY OF ` THE WESTERLY 10.00 FEET OF LOT 1, BLOCK 65, TOGETHER WITH LOT 2, BLOCK 65 (EXCEPT THE WESTERLY 20.00 FEET THEREOF), SECTION "H", ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA RECEIVr JUP. 1 'Z 1991 City of Atlantic Bea Building and Zoning 4-eT �.q 1 M ►t..�w� e.4 i O�.e.1...04 aae F.w0.P`h'1�, ej 4�.D �r FA v �{ m p1- o m � N ✓ -: ep T r 0 C.o go >� n4.� 4•> Ave l �' 4s •e �..e0 4 �O..O• A • 44�,ee 1 .."Iµ=.P user i baso r 5a, The property shown hereon lies in Zone X (outside the 500 year flood plain) as determined from the Flood Rate Insurance Map, City of Atlantic Beach, Florida, Community Panel No. 120075-000IU, dated 4117/89. I CERTDrY TO .. Kevin W, Bennett '."'AT T.WS FTTRVFY MF.E;T$TTTF nFauuRFw.NT-,OF TTIE MXNFTiVM (10 00) =rVAY7ON PA.= ON N.G.V,T' i 9i is 'r C14NICAI.STAND WS PURSUANT TO C}IHPIER 61G17•F.A.C. � CONCRLTX 1IONU)AXNT DEGROV;E SURVEYORS,INC. SIGNU+U. r 0 (I.P.) IRON PIPE !:R0�9 rT1T jd o[, IR. kles __1I. P...�:i4i fE 2156 AFT M[JSPtfit DR JAC.'7CSONVILLE,f•t.ORIDA - 1 DATE it/Z /Q l SCALE: I-= 'L- I. (S"306 Y606 t.�.,...: CONCEtISTE NQT Ynt,ib UNt E3q PllAOS3FD 1/I7fi 31rRVL►YOR'S SAL YDU.D BOOB 9-91 PAGE(w) 14-1 1 R/.•4 t( �IIe ILb pTe 41- 4t v truftcttte of Mccupancu (situ of Atlantic Ntac4 — Niorido Department of Suilbing Inspection This Certi� qte issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the.following. Use Classification DupteX Residence Bldg.Permit No. 13016 Group 59-frame Type Construction dU leXFire Distrigt Atlant is Beach 1 ersai ...es treet Owner of Building Kevin W. Sennett Address jerSe-�• lleTFy- X224 B ' ing Address 53 W IOth St. __ LocalityAtlantic Beach. FL 32233 ` By. DON Q. FORD Building O 'tial Date: POST IN A CONSPICUOUS PLACE CITY OF 13 earA- 36-572 Office of Building Official /3 6 l REQUEST FOR INSPE TION 13v3 Date -- — Pern it N , J Jc'e Address Locality Owner's Name -----_--_-- _--Contractor ILD CONCRETE TRICAL iMBI PEC9AN I CCA II Framing Footing Rough ngRough Air Con & Re Poonng Slab DJ Temp Pole C Top Out ❑ Heating Insulation Lintel Cl Final F Sewer F1 Fire Place Pre Fab READY FOR INSPECTION MonA.M. Tues. Wed. Thur Friday_—_ +� A.M. yj nspectior, Mads P.M. - --- — — sprctor_. _--- �- Final Inspectionf>_/ ate of Occupancy Date --- - —------ --— CITY OF Office of Building Official REQUEST FOR INSPECTION i I )ate--- ----------- —----._ Permit No. __L_ _f ------------ Time _ A.P i eceived Job Address Locality Jwner's / Vamp ---__Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing - Rough Wiring 1 j Rough n Air Cond. & C' Re Rooting J Slab Temp Pole 1 Top Out Heating Insulation C' Lintel Final I Sewer ❑ Fire Place /1 r Pre Fab � READY FOR INSPECTION Mon. Tues. Wed. Thum Friday � o - m Inspection Made __�— _ �-- _—^ ----- /-� Final Inspectiont / ficate of Occupancy Date ---- ---- -- - } - BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTICBEACH, FLORIDA' CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: a9' 5; 7 Building Contractor: Building Permit Number: 3 i J Address : Legal Description: m improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as 12 Lowest Floor Elevation: Z �� required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire Public Works �� '" -. Planning �� Building FLOODPLAIN DEVELOPMENT INFORMATION Type of Development :_ (_-.-___-__ Flood Zone . -X ________________ Required Lowest Floor Elevation:_/ Z�6------- If building is located within a flood hazard zo,,e, a survey mutt be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the bate Y.lucu elevation established for that zone. do final inspection will be made and no certificate of occupancy will be issued until the survey is on file vic.h the Building Department. COMMENTS Applicant Acknowledgements I understand that the issuance o this permit I contingent upon the above information bein< correct and that the plana and supporting dote have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the propoued development. Date 2� Applicant'a Signature _-__-_-_____________________-_-_-- ___-__--_,_____._ __ _ Department Use L Required Lowest Floor Elevation _f 2 __ _ __-__ As Built Lowest Floor Elevation ______!„ Survey Filed with Building Department ____------- Building Depart;1-11t�flepr entative page 3 CITY OF > stic �eacl - ��vuda S00 SEMINOLE ROAD — ---- -- --- ATLANTIC' BEACH, F LORIDA 333;:i-5445 TELEPHONE i904�2t-,-5800 FAN 9041 247-5805 SUNT ICOM 552-5800 NOTICE TO: Water Department FROM: Building Department DATE: l �` -9 7 Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address / -/jo - Since ely Building Department DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY : ------------------- ------------------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc:FILE _ MAP SHOPPING BOUNDARY SURVEY OF FRECORm , BLOCK 65 (EXCEPT THE WESTERLY 10.00 FEET THEREOF') , SECTION "H" ATLANTIC BEACF DED IN PLAT BOOK 18, PAGE 34 OF FTHE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL RECEIVED MAY2d1991 City of AijAnitd reach ®uilging rid a�lin� ►. .o Cj� .�w�4 4- 04'. C K-- Fe,..o ,k•�.r. � _ •,F o.eo' O• ' �E Hyl' �' d °' oe 3 �c k! p J o 444.4.' J. Je' Q Q Co t V 114 1 r ' � I " � e� fi� •rF�..onc..�3.a1,a • 4 � u S 5 � ! 4 3 4•`! qr� �e.•b eo C34 ldrtN ILEY WE5-r r The property shown hereon lies in Zane X (outside the 500 year flood plain) ars dot from the Flood Insurance Rate Map, Cl.ty of Atlantic Beach, Florida, Cnuanunity Pane No. 120075-0001D, dated 4/17/89. CITY OF S00 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 3223:3-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM S52-5800 NOTICE TO: Water Department FROM: Building Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address 1 Sincerely, Building Department I JJ! 1— UU .77GGG.]'-F vtuNuvt t'Aut FJf_ m MAP SHOVING 13OUNDARY SURVEY OF LOT 1, BLOCK 65 (EXCEPT THE WESTERLY 10.00 FEET THEREOF) , SECTION "H" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA RECEIVED MAY 2 0 1997 alty gf AtiAHttd each rIP 4,. am u.._ v 0,r.tib c.4- SO- 00 For•o ,k,•�.�. 01 oe ti� @ o � , •L`Y �r O J G jq.00 o j J o A97 4.4� sLA d 10 F cp C.*J i w l6 t- � � a �,riN �4•e•+c..�'+�..��a a yr 1 4. ,s11.5 Ot NP, o. � � e ti IFI •r.�` .C Lf y eop,bp The property shown hereon lies in Zone X (outside the 500 year flood plain) as determined from the Flood Insurance Rate Map, City of Atlantic Beach, Florida, Comzunity Panel No. 120075-0001D, dated 4/17/89. CITY OF 19 Office of Bul!ding Official REQUEST FOR il` SPECTION vaa__-_- — - - —_-_-- Permit No. - �� ^ c Adcress Locality p Name -__ Contractor YU!>_DIN i CONCRETE. ELECTRICAL PLUMBING !MECHANICAL Framing Footing Rcugh Wiring i Rough Air Cond. & Re Rooh:ng Slab Ternp Pole Top Out Heating Insuiatioc Lintel Final Sewer E Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues Wed. hurs. Inspection !vlade _ ��`C) _-- p_ Final Inspection t ificate of Occupancy Date — ----- - CITY OF t Office of Bifilding Official f 31,1 7 �rn� ... ��' REOUST FOR INSPE TION '®o Date. �' � �__._ Per rt No. Time A,M aceived M. Job Address Locality a per's N --- Name Contractor UILDING CONCRETEECTRICALLUMBING HANlCAL reaming Footing Rough Wiring Rough - Air Cond. & Re Roofing Slab Temp Pole Top Out -7 Heating !nsulation Lintel Final 7 Sewer Fire Place Q Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs Friday _ A.M. Inspection Mads} PM inspector C .__ CC— �_- �___ FinalInspection zrtific.te of Occup\\ancy CITY OF r ttic Te4cd - ';&zld4 S00 SEMINOLE ROAD ATLANTIC BEACH.FLORIDA 322:;:3-54,15 TELEPHONE 247-5800 FAX)904) 247-5805 SUNCONI 852-5800 May 29, 1997 TO WHOM IT MAY CONCERN: Please be advised that the City of Atlantic Beach owns and maintains the streets, water and sewer lines at 51 and 53 Tenth Street West as well as 83 and 85 Tenth Street West, Atlantic Beach, Florida. If you require additional information please call 247-5826. Sincerely, Don C. Ford Building Official DCF/pah DATE: -30- 9 7 PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION( S) HAVE BEEN MADE AND ARE SATISFACTORY : /3�� 5/ _ 1_•c.? �, . , ------------------- ------ ' ------------------------------------------------- ------ ------------------------------------------------- ------ ' ------------------------------------------------- ------ ' ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc:FILE 7-1 -.>>cl�- _- --�_...-•----. _-./G��/�-. osnTo�IBTc; ao�ans�uop ..• , a-49(1--- v-- -- - -__...--- - 61111CUBTS sactnp '03MIO0218 uV 030IAOMd 38 '11VIIS NO 11330 3AYH Vira r•:. i:.res 1Y111 qnv 1?32rN0] CHV .1nNl ON7:10 It0IlymtfoJNI 3AOBY 3H1 NOdO 1113011111103 ; ;uri t.� ;;tl+t. -Ilt 3�H rO::g;I ]111 lv��l tvrv1t;11:10nO t '10C1flJUd :1111 JU MOI17OtllS11 t7D JO 3OIIYNt101tl31 •�i',:. �'•[�.` +.,1 r40t1.'nU1!;11lJJ dU L)HIHUAAUO 301 UU1df11:)11I '213NNVW ANY III F.MY1 UO IS30NVNI0tl0 '£NOIlY9n73tl � '•i' �- `.1 ��'7-t >l0 31v15; "ivU- Any AO SHOISIAOHJ '101 13aNVO MO 31Y1OIA OJ. AlItlOH1nY 3ArD 0 Ot,C[� :1L ,.ia,f 1CM 5;300 .LIWU3,1 v .1MT1?1VUO :3111 it)" MU 1123 0 11311 3IJI03d8 83111311A 'HLIA 031-1.116103 � +Lon -If--! 3dA1 SIM OHt H113A00 S33MVNIOUO CRY SMV1 3111 .d0 SNOISIAOVJ 11V '1038807 OHY 7n:t1 01 ]WV!� 741 AOUN ONv II0I.lv02'1dAY SII11 Oa0(IWVX3 CHV CV3U 3AV11 I 1VH.1 AJ11M33 A83Y311 I _---- ----- - ------------------- ---------------------:sagwnN aeusoT"1 voTZusTdx 3 SIS I{, -) 0, ). � -,�) - ------------- .dTl -------------------------- -2n E---- - - -t- -- Xtra r"�.tIY13 --------------------------�x �- ZI tgdTTTpN ' Bu e ��IZ�j �. /fJ l�✓jj.auoy�, --------------�-alivt�}�--__-- _ _ .to�ays;uop NOT.LVWUOdNI 13010YUH00 I,,,, —-- -- ---- - ---------------------- ---------•- - ----/ _-- ------------------------------_ _ - ----ss3aspPV ,)"5. . rS � �11-� S�Z1 B,,TTTau -- v- -- V --- ----- --e e,voca { - ------ -- --- ------- --t save .( Jados �2hs Zhu � 1►c1/I?�� -�- o � d :duT�ltc�}1 Io poy"�oN NOI1VNHOJi7I 83NA0 -t0 PTTOS ------------------------- �� tpe�uasp ea�uaTse - ----- ------------ - -:IYTaTso�a{1 U-5- - -�-- so 13uoT1daox anTPA P tjr:wT'}n3 �'t l�vRV -----1- :as(3---------. »T113 C' /l pasodo.Id Bucuo ------n-'-}----�-------/-'�---y-I- xo od,ty N021VW80dNI 0?1I110. ----- ^' --1u0T4TpPV/T0Poul0 nc3y _ - 1t "Ond a 1 dwoo ca lLt--------------:aua: PooT. Q21VZVN 4001,4 a UT 3I ----------------------------------- - sC N2!O'l .90 t7(31.L IIJJ :1 --L J v c-) I �weN laa��c t47 rT►l v o n T n �ftl>1ct f i •III 1I t �i � ---- -----� uotzaar,__ ___ -,� NooTfl--- -s �o' 1 . ' :fir l Ls THEE REMOVAL SECnONA APPLICATION MUST BE RECEIVED BY NOON UP THE '.WEDNESDAY BEFORE rHE KZETIS ftp"Owners game Ia�c i K. 7>u z Lf Tr wphorw z Local ion or Trey Removd I Ste AOter&an I SECTION B (To be wn~by pa`c �t,►ro rr�isk: r , 6rx s an ex v8 6vedng.and Mft b wt*pro=*omiwx- j t smat dwws ere pmpoead b the qbwe WeokUd ob? z WPW IS dm pxpvas of thea®prWowd dmW r ' 3,Specify trees proposd tar rofftovm9 as bdowg: ' TREE COLW SPEC11E8. SM(Mi x HEMT) COMMON d.war these vws be mkx*od on tw pmQW I' l 5.if riot w*repoemant b)m be pt 7 e.Sped p tpased replaoe"VHA tri U k EE COUNT SPECtE8 WE(D6H x HE! H t ' I 7: Altxh s&©p � / i t SECTION B - (All' other Applicants) 1,- Property Zoning: 2 . Submit the following: ` SITE PLAN/TREE SURVEY indicating: a) Site topography, existing and proposed ` gr des �� b) Existing and proposed structures � A c) Location of all trees w/ bbH of six inches or more d) Tree species and sizes e) Trees to be removed should be clearly marked f ) Trees to be relocated should be clearly marked g) Location of any proposed replacement trees h) Identify trees of special or unique characteristic i ) Identify trees within 10 feet of construction areas j ) Show locationand type of tree protective barriers k) Location of utilities, accesses and easement:'. 1 ) Location of vehicle travel corridors m) Location of commercial sprinkler/irrigation systems n) Landscape maintenance plan (commercial only ) o) Staging areas for equipment and material storage SECTION C I agree to comply with the rules and practices established in Chapter 23, Article II of the Code of Ordinances of Atlantic Beach. Owners Signature f /Date CITY USS ONLY Applicant has complied with all provisions of Chapter 23 and requirements of the Tree Conservation Board. Tree Conservation Board Designee Date NOTE: "Tree Protection for Builders and Developers" is available at City Hall or from the Division of Forestry , 9719 West Beaver Street, Jacksonville , FL . 32220. ( 781 - 1434 ) i " �t–--�` CITY OF fit&6#d4c & -0;& Office of Building Official REQUEST FOR INSPECTION �° r �. Date__ 7 _ � Permit No. Time A.M. Received f P.M, l 3_1 3 Job Address , Lopa ity Owner's } / ,V X � Contracto�� BUILDING CONCRETE ELECTRICAL PLUMBING '`MECHANICAL Framing - Footing Rough Wiring aC= Rough G Air Cond. & Re Roofing = Slab – Temp Pole Top Out 1; Heating lnsuiatlon �( Lintel _ Final Sewer C Fire Place ` Pre Fab READY FOR INSPECTION A rn _ mon Tues. Wed. Thurs. :Fr,day A.M. nsp-CT.ion Ma _ _P.M. Final Inspection Certificate of Occupancy L__ Date ------ --— CETT` OF Office of Building Official REQUEST FOR INSPECTION Date Permit No. Q ----`�� - �� Tame Receh,ed PM. Job Adi;ress Locality Owner's --- Marne fa�.�z� _Contractor BUILDING CONCRETE ELECTRICAL 1!2UMBiNG 4ECHANICAL timing Footing Rough Wiring Rough Air Cond.& 3e Roofing Slab - Temp Pole Top Out ❑ Heating isulation r Lintel F Final Sewer Fire?lace CL Pre Fab READY FOR INSPECTION A-M in. Tues Wed. Thurs. Friday A.M. oection Mads _ _ f _ _ ---P.M. �^� ^ctgr _.._ Final Inspection f - �vk� - -- � Certificate of Occupancy( ' 33 Date .------ 4~ O 3� U N a o � 1 CITY of Office of Building Official a REQUEST FOR INSPECTION W y U' to Permit No. f afy Time << f A.M Q b Q ~1 - H Joe Address Locality Owner Id r Name ��v�zs Contractor G' 1 + -^_ f BUILDING CONCRETE ELECTRICAL LUMBINGI) IECHANICAL Fram,ng Footing Rough Wiring _ Rough - Air Gond. & a Q t Re Roofing = Slab ❑ Temp Pole Top Out 7] Heating r-i insulation Lintel Cl Final _ Sewerg Fire?lace H -� Pre Fab H 0 V Vl READY FOR INSPECTION M. W Ion. Tues Wed. Thurs. Frida N -4 \ ---- . —� A.M. ;pection Made Final Inspection Certificate of Occupancy _ C y t - v 3 3 Date awl`i '15:E uedn°o0 S°also+.li»a0 _ _- �a` ,°adsul�eu+d J% ✓� sen.4 NS d Pam u°�elnsuf aid NQ1,1p3dSN�� = gzls �epu3 6ugooj lewd dwal iaeN qed aad M S ° � Q� a a1 N � 0 d01 6u�al.h�,.6id-n-o • 3,1-�aQ s aa�MO aoeid 1 U6n0b qof ssaWIVI" aRp� 001 „waad 1�3n�3�i IvMlvo yr J 40 CITY OF ° 1 t p - ' • ' Office of Building Official / REQUEST FOR INSPECTION Date / Permit No. 13_O/ -- _-- T=O. Time Received Job dress Localit Owner's Nam v Contractor BUILDING CONC ELECTRICAL PLUMBING MECHANICAL Framing o i Rough Wiring Rough Air Cond. & Re Roofing Slab Temp Pole i_ Top Out _ Heating Insulation _ LintelFinal _. Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made _P.M. Inspector_ Final Inspection Certificate of Occupancy Date CD %D CD ® \k m O y O o ±. \ 0 2 N o � ~ \ \ ƒ % 3 f \ $ 0 j ƒ C c?© K y . ® S @ r � \ 1 Cil,q Of Li �{f 1CIai 0{{►ce o{ B,,;R 1NSp�p�1pN a c,%jest & pate tN � 1NG' `�, Pyr Gond ReGetved rr G°ntca°to DUMB Y '11w ?1\ Fite a ce °b�Pdd�ess E��iCA S°P Gut pia dab �. R°ughwtting Suer PM. OWnec'S CONCH, Sen P p°\e F6dM ' aOe F�nat 14tH �U11 OiNO Stab g OR i,AS? Shuts Framing � ti'ntet RE ,� kA,afar° tnsp a ancy'� Sues F"etrigtcate°t Gcc P C Da1e tnsPeG`tcn Made tnsPeCtOt CITY OF ATLANTIC BEACH, FLORIDA APDro%*dbY APPLICATION FOR ELECTRICAL MRMIT i ?O THE CHIEF ELECTRICAL INSPECTOR: DATE:-- IMPORTANT ATE:—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: MASTER ELECjRIC16NSIQNATUR JOURN9YbdAN NAME. irk R .�5 ADDRESS:..; �Q�H _ RFD SOX BLDG.SIZE BETWEEN: RES.(14 APT.( ) COMM.( ) PUBLIC,( ) INDUS.( 1 NEW(✓1 OLD ( I REW. ( I ADDITION( ) TRAILER ( 1 TEMP.( ) SIGNS ( I SO. FT. - SERVICE: NEW(✓) INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE aICO AMPS , ! COPPER ALUM. WTCH OR BREAKER AMPS I PH W ay0 V 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 0•80 AMPS, �1•IOO AMPB. SWITCHES INCANDESCENT _ FLUORESCENT&M.V. FIXED o.foo AMPe, ovcR APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. IILP. VOLTAGE PNS MISCELLANEOUS ` CITY OF ATLANTIC BEACH, FLORIDA AVDrowdby yiP PLICATION FOR ELECTRICAL PERMIT i 2 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. d ELECTRICAL FIRM: MASTER ELECTBICIAN ' U.�GST _,ADDRESS:., S '_. ._ _RFD 80X BLDG.SIZE BETWEEN: RES.(�1 AFT.( ) COMM.( ) PUBLIC,( ) INDUS.( ) NEW f✓1 OLD ( I REW. I I ADDITION O TRAILER/( 1 TEMP.( ) SIGNS ( 1 SQ.FT. SERVICE: NEW(J) INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE Qk!G AMPS 6C) COPPER I ALUM. / IMLCH OR BREAKER AMPS PH Iq W NOVOLT RACEWAY EXIST.SERV.SIZE AMPS -PHI. W VOLTJ RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 01.100 AMPS. SWITCHES INCANDESCENT _ . FLUORESCENT a1 M.V. FIXED 1 0.100 AMPS, I OVER APPLIANCES I I I BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PNS NO. 111,P. VOLTAGE PNS I J wenr � n�1rn11c ` I mgpo 4 CEPARTMENT OF BUII b1NG " CITY OF ATLANTIC BEACH TION NVORHAT TO" a LOtA PE I T 'I N "O IAT I ON » PrL %atmbr; 6 T address. . �TN 'E � aE NS" Permit Type tECIiA tL A �ATLrA ` 1,C, SEACIT 'FLORIDA ?� � i t - rNEW --- - LEGAL PZSCRIPTI N �- Constr. A :6 C G 'ESE B 1 o :, Lot*, ° '�w�� 'Proposed, US :: :IIOLE. FAMILXION H ubd I n ! j i on, SECT Est , aAu z 0 .00 Improv . Cost,* .00 TaalF x ,CCI Amo n t � .� 4 3,-00 Work ION - - APPLICATION FEES, Bad � IN BENNE'T ' P kIT� 413 00 , d" 3 Addy OZ FLORIDA 5 OMAT I t4 - 5 Name. AIS FL' BL ` LNCA JACKSON FLOR11DA X2207 Lid C 04 NOTES. k pttt d NBTIGE=ALL.CONCfiiE t' FORIUIS AND FOOTINGS MUST SE tNSRECTE.D 8EF01I;E P�41lSINC PERMIT VOID Six MONTHS AFTER DATE OF ISSUE BU4t DI b IWIAtEOIAL;RUBBISH AND`DESRIS FROM THIS WORK MUST NOT�SE ACED IN PUBLIC SPA AND MUST BE CLEI+AREp U'f9 ANp HAU1 Ep AWAY.SY EITHER CONTRACTOR OR OV'WNEA x "F IL A; iro. GC�li P , WITH THE .MECHANICS' ' 1 ►1r ULT 111 � + PAYING TWICE F4�R BUIL�IhIGj 18 ED ACCORDIN,0 TO APt?RC 1fED PLANS WHICH ARE PART OF THIS PERMIT AND iufl CT TO` REIiOCATI6, F6A', VIOLATION pf'APPLICABtE I�F�t31tIFSII�'t�18 t3F LAW. $4 4 [ATLANTIC BEACH`'I1U1i:C31Nt k3IwPAITMENT K )CO3 1 BUILDI G AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 22222 V APP (CATION FOR MECHANICAL- PERMIT T CALL-IN NUMBER IMPOR ANT — Applicrannt to complete all items in sections I, II, III, and IV. _L5 40 LOCATION Street Address: ' ( I Q OF Intersecting street ; Between 1 �;j-(_e c+ And BUILDING Sub•46WOn ---- II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in the abcve statement we hereby agree to pe•fcrm said wo•. g W, the aftaciLed plans and specifications which are a part hereof and in accordance witn the City of Jacksonvil'e ordinanres,a^a 1•6•3e•os of good practice listed therein, Name of Mechanil Contractors COXA A L —ic -J Master Home of Kev, r) e n ru - ►.. owns e sigeeture of owner Signature of at Authorised Agent Architect or Engineer J' Ill. GENERAL INFORMATION A. Type of beating fuel: B. f .r 15 OTHER CONSTRUCTION SEI .G DON[ON Secfric THIS BUILDING OR SITE 1 Te ❑ Gos—❑ V ❑ Natural ❑ CanMel Utility IF YES. GIVE NUMBER OF CONSTRUCTION ❑ CIA r PERMIT ❑ oth« — Specify IV. MECIfANCAL EQUIPMWT TO EE INSTALLED NATURE OF WORK (Pogo to complete II of compone h en back of Ah ions) '�e Residential(or f I Commercial Heat ❑ Space ❑ Recesaed oycontnal O Hoa W New Building .Air Conalrt;on;ng: (3 Rootfs 0'-�Centn) ❑ 'Existing Building Duet Syet«s: M terial, O Mckeen ❑ Replacement of existing system / Masirnuml cecity �1 C)o c t n. CY New Installation(No system previously Installed) O Refrpemtion 13Extension or add-on to existing system " C3 Other— Specify O Cootwer:iag eCapacity 71f�+n• 1 ❑ Fire sprinUen: Number o/ h"A. O Etevetor O Manlify P EeealatoTHIS SPACE FOR OFFICS USA ONLY ❑ Goeoliw PUMPI Inumber) (ResetI ❑ Tanks. (Avon"al' Rarseds ❑ LIM cont•; (sunsbar) ❑ Uafiled pressure ve" Permit Approved by mete ❑ Closer — SP*4{y Permit Fe r LIST ALL EQUIPMENT AM CONDIT10NING AND RE RIGERATION EQUIPMENT tY ApptoYitsj Number Units slptioa Yodel NtyrlMr f[aAufacWFsr O I _ kA 3844 i 01EpARTME10t O<"4t�l # #3= CITY OF ATLANTIC BEACH LIGI4TC}N ; i �A"I' R pert 14b*r: f AT1wtl O E� f ,° ' OtDi 3 , P+-rmit T:YPe C AR CAL me �Ml l.�l�V�� "T�� il '•rn`.+n 5r!nM +` 9 »� 8 fly''Work.9 �t�t�' P tt use., P�11Y. e'6tion; 0 "ubd Rza�l:, + est-: val rajo a improv t1 .Q LO Total ' . ? ' . '4 3.00 o� k TTO APS' I CAT ION � r N`a 'R B�NET'T PtR IT sIr 4 �C1 s d may} Env qa .:,. - Ph 1 TIQ KSC3t ft ��3, NOTES: Y NST{CL =.A14 C0"'g:REFjE,'FORMS AND F0011140S MIST BE 114$POI ,'TED BSI 6RIS{�" " - HERMIT VOID SIX MONTHS AFTER DATE O IBS BUILDING N4AIEFtIAt.`RUBI3ISH AND, THIS WORK MUST NOT BE WLADE6, PUBLIC SPAMAND MUST BE CLEARED UP AND hfAULED A�M1PAY' YEITHER CONTRACTOR OR O NER A4FA T � Pr vv �r � E ncKA�acs� �. M ; w cu . p E pAY�NG TWIG FOS u a T 'ED A C?R I T APORO ET PLANS WHICH ARf"PART C1F THIS,REE11 {`�4N0 SUBS +DT T #tEV CATIiF I P{31 f VIOLATIC3N 4F l {?PtICABLE PR£ V1 rI0NS OF LAW. D�.es 4!Blf97 �1 ,:Receipt: .ATLANTIC SEACH BUiL01091DEPARTIV11~NT �iY BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 31133 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER 'IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. 1. LOCATION Steel Address: } �j— OF Intersecting Streets: Between (J-) S/ And ( �/ WILDING Sub-division II. IDENTIFICATION — To be completed by all applicants , 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 Jacksonville ordinances and standards of good practice listed there;n. Nares of Mechanical t 4 I � � � 1 Master Ceekeeto► (►viral) ^ (�.2.�1 Master Now*Properly �� , / ►re Owner SilaatYra of Owner Signature of or Authorised Agent Architect of Engineer 10. NERAL INFORMATION A. Type of heating W: B. IS OTHER CONSTRUCTION BEING DONE ON C THIS BUILDING OR SITE1____�r O 6•s—O Lr O Natural ❑ Control Utility O OR IF YES, GIVE 4 1 BER OF CONSTRUCTION O Other — Specify PERMIT IV. MICMANICAL EpUIPMENT TO EE INSTALLED NATURE OF WORK (hovide complete list of components en beck of this form) Residential or O Commercial Heat ❑ Space ❑ Roc"W Cenhrl )3,hoer New Building A+r Condrtioning: ❑ Room tel '10 Existing Building )1__De c1Srst«n: M•t«+•L Thick._. O Replacement of exlattng system Ma■imYm capacity_ Gfm. dew Installation(No system previously Installed) Q Refrigen•tli" O Extension or add-on to existing system O Cooling tower: Capacity g ❑ Other— Specify O Fine sprinklers: Number of hN� O Elevator ❑ Monlift ❑ Escalate _(Number) O t"a Wine pum;r• (Rumba►) THIS SPACE POR OFFICE USE ONLY O Task` (number) IR•••h+�) . Remarks O LPG oenteift*n (number) O Unfired procure ve" Q Behan hRniit Approved by Dam O Other — Specify Isornsif ha_ � 1I8T ALL EQUIPMENT AM CONDITIOMNG AND REFRIGERATION EQUIPMENT Number Units DeaedOtion Model Number wpp� Sdanutaatuerr ( jT PSR-3844" I GEPARTMN1`#F 9tJIL.DINta1 CITY OF ATLANTIC BEAck . _,. PETIT INpOplaTIot - - - -- LOCATION Permit Numb 131013,1S Address: f TENTN �o" T WIST Permit Tlyp:PL E l I t3 ATLAN TIC UACK FLORIDA 32233 Class of, worktNEW LEGAL DZSCRII PTIott = __ Constr. T P WOOD P � Bl,aok. 3 Lot:4+30 LOT. 2` Twp; 0 Propos U'S, MUPLEK' sojottow ul d; Rngf.0 { Dwe11 ,rx, Subdiv si,6 s LCTION . Improv. Cost. 00 Total re Amat h. .50 un IN . ._ .IC►N - - _. ,. APPLICATION FE P __ __ r Name," IT � �53�5t3 Addy I L ' �s tAIDA 322 �� , P1QIf a � �� ' h � fi R ORMT I O taEma3. 3. VA` & `83N PL NQ Mai- ;. " JACKISON > 32216 t�kp: , ` a % vh NCTI Sa i 1 rvorivs ALL c©NCRI~tI t Blas AND 1=©oTiNGs�rusT ss rllwsPl�cTEla sl X60 so 01D PEt M T VOID SIX MONTHS AFTER DATE OF,ISSUE BUIL<)ING MATERIAL,RUBBISH iNO,DEBRIS FROM THIS WORK MUST NOT BE.PLACED IN�OUBLIC SPACE,AfiVfl.MtIST BE CLEARED UP AND,HAULED`AWq'Y SY EITHER CONTRACTOR OR OWNER "01c Y.INITH THE MECHANJdW LIEN � ISSULT N T ME P l ARTY C �fV l PAYING TV CE t R S I�'JW1 r ' o . Ssuio ACCORDING TO AFRRM PLANS WHICH ARE PART OF THIS PERMIT AND SU#JEC.T T4�.03(c tiQpl R iJti lL�►tIQN- A- !!0v i L{CAI LE PROdI1S6 VS OI»LAW. 1+ A ATLANTIC BEACH BUH,DiNt�a�EPgR'TM KTfi BY: n CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 50 OWNER OF PROPERTY: BUILDING CONTRACTOR: ..5�'. ',. _ Cd ► �i PLUMBING CONTRACTOR AND ADDRESS: f TELEPHONE NUMBER: Lk 6, �33 STATE LICENSE NO: e Coo 33SIC TYPE OF BUILDING: 4 L vim'--L j TYPE OF WORK: -Pwm14-t�vl�1 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY j WATER HEATERS HATH TUBS '� DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER - f lv-22 h s TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ ---------------------------------------------------------------- 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 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION BEFORE COVERING UP - (904) 247-5834 j CITY OF '1C Office of Building Official REQUEST FOR INSPECTION /(�y Date 7-1 -7 Permit No. Time Q A.M. Received PfJI� Job Add es Locality r7 Owner's Name -� ' +J s-v ,••rte BUILDING CONCRETE ELECTRICAL j PLUMBING MECHANICAL Framing Footing [3ouQkwWirPrt =r ` Rough Air Cond. & _ Re Roofing Slab - Temp Pole y� Top Out = Heating / C' Insulation Lintel Final "Tewer - Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed.. Thurs. Friday P.M. 4� A.M. Inspection Made inspector -ti Final Inspect Date DATE• PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: ----/---------f -� \— \~-- ------------------- i ------ ------------------------------------------------- --------------------------------------------------1 I ------ ------------------------------------------------- ------------------------------------------------i Enclosed are the blue copies of the permits. BUILDING' INSPECTION DIVISION cc: FILE � g .CITY OF ATLAN IC BEACH, FLORIDA a APP►o.»aby APPLICATION ELECTRICAL -PERMIT L . TO THE CHIEF ELECTRICAL INSPECTOR: DATE' 19 IMPORTANT NOTICE: { IN CONtIDERATION OF PERMIT GIVEN F R DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN A CORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDA CE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. �I�I�- C.�JIJ( . 2�t/• CLAPYK GrESSNANrI ELECTRICAL FIRM: MASTS E E M .W._..w__, r w NAME.` ApU�RE88: �� ` RFD BOX OLDO.SIZE BETWEEN RES:( 1 APT.( ) COMM.{ ) PUBLIC.( ) INDUS.( ) NEW( 1 OLD ( 1 REW. ( ) ADDITION( ) TRAILER ( ) TEMP.1 SIGNS ( I SO. FT. SERVICES NEWV INCREASE ( ) REPAIR ( I FEE CONDUCTOR SIZE `—t AMPS COPPER I ALUM. C OR BRE KER iQQ AMPS PH 3 W 2�OVO AY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN Tn7A, P8fl�36s4 DEPARTMENT OF BU01"a CITY OF ATLANTIC BEACH ----- LC»A ION %srolwAll,ON kit pii44 ION, permit Nbes> .. 1,33 + 9 A' L �'IC �r : FQRIIA, Pef t,, ,PCBNC sci ' ctikR � " i � Propo+ erg_ t N R. . i `A bet • 3vaesl in »` . ,. 3ubdiVioio SZCTION !B 1 Est. va +�.;4t1 I>tilarc v. a .00 Trot � + .. � , i , 4P" ION 1ptzs, 4 �I53 .50 Pho CF i it t74 'm. 1J a' a{ .. R 'iiQt+77 C'�W, b747 .. :'.a ... . JAC -40 L. 32216 , 'i' .NOTES: i MQT#CE ALL CON,CRBTE"FORMS AND F0OTtN s M4fST 8R.INBPECTtb pr�Foft P41tfRING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATEMAL;,RUS�IB `° 1� DEBRIS FROM THIS WORK MUST NC)T BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED IJP AND HAULED AWBY EITHER CONTRACTOR OR OWNER x ## WCTH THE MEGWANlS' LNEWW CA RESULT t�1 "FAILURE116C C II .' THE PROPET ; ` . P�p► fING T1N10ECR B"U1LDlNCfiAE1TS.�' 3 ISSU1= ACCOtt�It :T? APPRt�VI PLANS WHICH ARE PART OF THIS PERMIT AND, SO EIJCT T4 PEVt3CA €#. ,VIoLATI N OF APPLICABLE PROW''l IONS OF LAW. ` ATLAfTC BEAGhiBUtLISINBARfiMENT s 130 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: 'i 1cfy rpt _j3�)n e+_t BUILDING CONTRACTOR:_ Qum f-j !� ✓1'�G�1 e l ✓�� PLUMBING CONTRACTOR _ .7, b b 1 Aj 61 AND ADDRESS: TELEPHONE NUMBER: GA I- G 03 STATE LICENSE NO: CFC:.O 3381C TYPE'OF BUILDING: �'�-G' TYPE OF WORK: 4 (tu+'\bu-* HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS w N_ASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER . TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ ---------------------------------------------------------------- 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 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION BEFORE COVERING UP - (904) 247-5834 � ,. -. RIt1 Ati ClHll'ettvtu a;,lrr.S+V!/ 5 MIN. RETURN : ®�� c:� J� �-�> Bk: 850 13 y� pg: 256 110tlee of C0111nlencenleut Uoc## 96263490 t•eta.�a.e�ea,t.,a.r.) F i led•& Recorded 12/13/95 11:49:12 A.M- To whom It may concerns HENRY W- COOK CLERK CIRCUIT COURT- The undersigned hereby Informs you that Improvements will be made to eeaVuaal IWOlaetd 4- - accordance with section 113.13 of the riorlda Statutes, Use following htformstloiR6riMteit L64AOTICE or COMMENCEMENT. Description of properly _ �Ci- --s-`......... `= -n...�-- --_--"c -- _ ---h -� ---- - -3.0 6_�------ ..b�--------- ------ - - - -L -_----3_ . . - ---- - -------- Oeneral description of improvements A&. 6 __ 0.J'^I__. '-'fir _ _ P!_ ---------^------------------------------------- Address �F ..,.�_, / -_-3/ „y owner*latest In alto of the Improvement_______�1.�;-:1.d _________________________________• G 0 ria Simple Title holder (If other than owner) Nama - ------- ----- _-_a._---._----- --------------- Address ------------------------------ --------- --- - Conlraclor : `_'.�"_�_i_ ----------- I----- — - `� y - -------------------- Address_.._! Surety (if any) ----------------------------------------------------------------------------------------- Address-----------------------------------------------------------------Amount of bond i-------------• Name and sddiess of any person nuking s loan for the construction of the Improvements, Name ------_-----=----------------------------------- _ .:------.�•'\------------------- ------a---- Address --_-----__.I... ....... .................. 1._1..___._.► Nuns of person witi,ln the State of 1`1011 a, 01110 than himself, designated by owner upon whom notice, or otllr dorynwnt>j may be served: s Name-------- ------------------------------•------------------------------------------------------------ Address---------- --------- . ---• .r ----------•------------------------------------------------ In addition to himself, owner designates the following person to receive a Copy of the Lienor's Notice u provided In Section 113.01 (3) (b), rlorlds Statutes. (rill In at Owner's option). ---------- _-------------------------------------------------- Address ----------------------------------------- ------ - -------------N- - --- -- ---- -.. �YNto etAct fort etacanclin•a tis%ONLY ,�.�y�'rlw;lzl;9iffOJP� ' tr Sworn to and subscribed before me this]j n" t.,- .. • day Of vv p4ii lc 91-187 r•`. t!t tn,\. \\�\ P$R W4 13 1 DEPART ANT OF BUlLOttt � k�£ I b£�888I b CITY O fLANTIC OEA014 j 444-4 14 96AI00i ,.► qq110 SBf 41' PERMIT INP'L� MATION I',� ,"�ION;,NORMA."ION - -- Per Number,- 13fl15 Add r � ":. ► T�'11# Pe>4'rtit , Type)-D PLEE , ..ATLA TIC; E" R It� � cI ikt "cif Work:NEW �, _ .. ri-'t LEGAL *SORI PTON Conot t r. T1rIa WOOD: TRAM ,. HI"d of it LO 'Propo d Use:DUPLE Se i».iQrt t3. �, ?u A, bwerl.ings Subdi ri :SIC A , l Est . vtll u,46: 1 0.00 k. ,m improv. ; Cost . 1 r 215 .4(7 Total F Amount F , 133 .52 ty it Quin `' p " g ' ,, }..-may} �+�t y�y �s "�' •lnar ei+t ...w.,..... A eL`L"kf I CAT I W N; ,C ZE N ,rte ky 4 FERMI"T 417 .40, `* STREET WAT" �I T ''TEE � �'' �41 LOEIA2 , `a ,,r Sea ` r dim aa"' s afiaym' i on ( A M 0 a (RADON 6AS-H;R.S. . 5. 47 - t ... - co A �T1� ,&RADON CAE 51% 0. 29- ---- i .. � Name,: `�' E �? � � GAP`I�'PAL .IMPROVE-,, '325 LIQ. Alai x.• 535 T HHS DRIVE SEWER 'SAP' t .(10 77 �;A KSON, FLORIDA 32225 x ,CROSS , pfl iNgE{O' "ION .,,.k �5y,t31y} Jd ,1 a,. » g. SEL` R "9- Pt OT FEZ a ��.4i��&'+'"'" a -ljSCHARGE/ATL. CH ,N VaTU 1 111 & e1 IxC i m 18 1 � I } s MA tA7 #CG—ALL CONCf**f pIRM$AND FOOTINGS MUST BE iNSKCTED Bowl!i*w' 1 # PERMIT VOID SIX MONTHS AFTER DATE'OF ISSUE y BUtLfl dfi .Ml fERl x S S ND,I EBRIS FROM THIS WORK MUST NQf.SE,P� CLEAREQ U AN16 ULE t�A1�AY BYEITHER CONTRACTOR OR OWNER � 46 42GN o ►t�y IT THE MECHANICS' I 1. 1 1 �" `` lik THE IE R>�►XING TWICE. t Bh1.t11lfa IM �+Q' I �EI" . . _ 1 "i$ IiAN ,fiCrA �IIVIwb iI.AN54WH.tCH ARE BART OF THIS PERMIT 4, ANS! t ' i1I01.AT . APPL"" ABLE PA 1WSiONS©F!LAW. Ai fS 47 T1 i I .t4 . ATLANT EACH QUI tNG � 1�'aer RTMENTOF f � .AtLANTIC MAO MEW~ ON f 13616Addroti NuTtkbor AT , � Ty :I3BPLEX .¢. L Al OESC INJ Word:N 1+16`0 '� «� ; B'7 rick• 65 •� . T�'P : OOV 1"RA ed LiCLL PL AT* I " , � w Bbd v�i iiRf { L3telZns a :A4 ,. •. value; Imps' Ta '+ 133. 5 ° : j - A "VLIC"ATIpN'Ufto IC>ld p !lIT 41? ' 1 41 Pdr Y 1 'IDA .e .,. + . V ., ,�� O } "7ifh4 m Q. 2 € tAT I w RADON .OAB 1,CA ITpt- Ii+�PROV' -325,06* H.R� Ft "� = {} 00 Ad 5 GQ tt TI LIVE S R 'SAP 35 , 00 -0 �+1y� LC RI DA 3 2 2 2 5 t�OR�3 OONOCT ION ` 1M.. A+.ri`4w �� / . tx�Ac' Evo Tx �,r �a3w �.. .,. tYSC:IIAC3A�A'I`L Chi .NOTE 4UM34 eo Dice. 8111 r t STiCE -AU.GONORSTE FORMS°ANO FOOTINGS MUST SE iNSPE GTEt'J Bt:FCIRE tN #,iR�it3 . P1:RMtT VUI©SI?C MONTHS AFTER DATE OF ISSUE 404% DA Slj{ RTERtA ,RUBBISH ANO DEBRI FROM THIS WORK MUST NOT t3E P LtCPA�C ,RNt7T BE ' }, P AAtD t# LeC AWAY 3Y ITyE t-CONTRACTOR OR OWNER ' G WIT 1 ?NE MECHANICS' 1 1� tE� 11.T IN FY E'ERGP RtY �I PAVING TWICE OR SUIS.©I V s t 8 FR[3IN TO�APPROVEQ pLAN,S WHICH ARE PART{ THI$ PERIVI 0 APPLtCA8L,E PkOVI iCJNS O LAM 47 11 LIM ATLA�NT SACH Bti. T NT af By, 4 � ; " r CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Rddress Date Heated Square Footage $ per sq ft = $ 9a Garage/Shed (r per sq ft = Carpor f t ------- Deck per sq f t Patio -per sq ft TOTAL VRLUAT1ON : S� Total Valuation 1st Remaining Value $ LX per thousand or portion thereof TOTAL BUILDING FEE $ P G- cy 0-0 + 1/2 Filing Fee $ 1 (� ) Fireplaces @ $15 . 00 $ ,/[s� BUILDING PERMIT FEE iq WATER IMPACT FEE �//o"o 0 SEWER IMPACT FEE $ 1 2S-0 .00 WATER METER/TAP CAPITAL IMPROVEMENT $ D 57 0 0 SEWER TAP $ QfS-2) RADON (HRS) . 0050 SECTION H PAVING HYDRAULIC SHARES CROSS CONNECTION ls-o �IS-2-) SURCHARGE . 0050 OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES: Mechanical_; Plumbing_ Electric/New Electric/Temp_; SwimmingPool Septic Tank Well___; Sign_Finish Floor Elevation Survey other CALCULATIONS and/or NOTES : 41�1i�e of ��n��i►�titien��i�l (Iw.I�we IM OV/LICA.�) To whom It may concern: The urderalened hereby tulon)u you that Improvements will be in.Je w eeci.r i�.� prr!y, .I,d In accordance with section 113.13 of Use Florida Statutes, Uio foltoo-t,j l„to)nuu,:n I, ,...ca t1,1, 14Q110E Or COMMENCLMENT. Descripllon of properly �_ --------------------------- - '- - -- ` --- ----- -- '- - - ------------- vImprove 1 S _�1C- 1 Z 'c,�t - General dacrl tion of ments _ ___< �t______c �.1`- .______ _�L _ .� � �Q'`:� ---------- --- ----- /--- --------------------------------------------- _ ------------- - ------------ "`7llr� _ ~ Address `- `- -- L�12� -------- - =5 k r _ ----------- Owna14,terest In site of the Improvement ________&zm _ Fee Simple Title holder (lf oi.her than owner) ____________________________• Name —---------------- - ---- ------------------------------------ Address ------------------------------------------ — - ContrWor ---------------------------------------- Address --------____�—______________________________..--_..___-_--__-___-_.._----.__ Surely (It any) -------------------------------------------- ----------------------------- Address ------------------------- Address ----------------- ------Anrour,t c, Nsme and 341Cts of Illy pecton mAlug s I031I for the constluctlon of the In p(ovrnunu. Name Address _--,:--- ------------- ------ - ------ --------' ------_ ----------- Nuns of person whIlln the Slue of 1'loIlds, olltu lion I!imsclf, dellgnstcd by uwocr ul", whom „a, o 'nc) :py lorllt� rmy be screed: Name ---------- ----------------------------------------------------------------- ---- _---------- Address --------------------------------------------------------------------- ... — In addltlon to himself, owner designates the following person to receive, e cups of we L.!u',or's Notice as provided In Section 713.00 111 (b), rlorlda Btalutes. (Fill In at Owner's option). Name -----------------------------'------------------------------------------------ Address ---------- ----------------------------- - ---•-------------- �zNte etACK FOR RMOltO[n's Vet ONLY Sworn to slid subscribed beture me ult. 1tM� fr EEl�y�(rr�%. -__- day of, f,..��., Notary PU ll _ �� -.r 91-197 'c CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET y.� r AdaY-ess Date f,) /Q h Heated Sauare Footage per sq ft = $ Garage/ShedA/mef,/r 3 3 (a S �. �b per sq ft = $ Carport $ LJ, 0 per sq ft = $ ____---- Deck O @ $ per sq ft = $ Patio _ @ $— per sq ft = $---- ---_____-- TOTAL VALUATION : $ Total Valuation 1st $ Remaining Value $ per thousand or portion thereof — TOTAL BUILDING FEE $ + 1/2 Filing Fee $ () ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE $i LZ/0. 0 0 SEWER IMPACT FEE $ 1..;102 0 Q WATER METER/TAP CAPITAL IMPROVEMENT $ � a 0 D _ SEWER TAP $ -O - (//6-2) RADON (HRS) . 0050 $ __ SECTION H PAVING ( 5/O`) $ HYDRAULIC SHARES $ CROSS CONNECTION $ /SL) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Mechanical Plumbing _ Electric/New Electric/Temp ; SwimmingPool Septic TankWell_ ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. 2-- BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) 2 WATER CLOSET y WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) #,LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) PY POT. SCULLERY SINK (4) I DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) U KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE � DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) 4 BIDET (�) f' URINAL STALL, WASHOUT (4) c COMBINATION SINK AND TRAY WITH FLUSHING RIM SINK (8) FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY _ICE MAKER (1/2) SHOP (2) f SURGEONS SINK (3) LAVATORY. SURGEONS (2)__.l.� JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS ��- e $20.00 EACH $_ ' C � 7 JOB INFORMATION Sim � Q � � CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE -SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) 2--- {TATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) - -SHOWER STALL DOMESTIC (2) _LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) 'WASHING MACHINE (3) POT, SCULLERY SINK (4) I DISHWASHER (2) ., WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) _,KITCHEN SINK WITH WASTE GRINDER (3) DENTAL UNIT OR CUSPIDOR (1) _BIDET URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) ¢' LAVATORY, BARBER/BEAUTY _ICE MAKER (1/2) J� SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) >) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS - J $20.00 EACH $ ,✓� , t"0 JOB INFORMATION iso- Pu lJl pSdA 6�Af 1U . 1 17 966 (All op 0 v ,SA AOIHi AOIHI .S 'A% t7 ,S '.#& , �-ZZ 01 UYU 01 UYIJ .00'08 0 3AI80 3AIda t+ ONOO 'ONOO A i I i I i . ,00'0—.S9 I ;i Oepdrtment of Community Affdirs JJY: 5131 FIORIOA ENERGY EFFICIENCY CODE FOR 6UHOING CONSTRUCTION FORM 600A-43 Residentidl Whole Building Perforadace Methou' A NORTH PROJECT NAME: Plda 1152 Sq. Ft. 18WIOER. Thrower Homte ANO AODRE33: /PERMI T'TING I Cl I/YA 7E 10FFICE: jIONE: 7L// 2i_l' 3% I` OWNER: 1PER1,1rT JYO. j✓URiSi>ICTIv"JY rr CX 1. lye cutis tractl un Or dual thin 1. New Curi.•i.l UC'ti o� 2. 31ngle fd011y detdched or Mut ti fdlJill v d ttdciieu 2. NUI LJ'-Fa ly 3. If Mutt1fdoi ly-No. of Units 3. 4. If MUltifamily, is this d worst Cdse {gas/no) 4. Yes 5. COndltlaned flour died (sq. ft. ) 5. 1152. of'; n. Predo/niadut edve overhdog (ft. ) 6. L 50 -- 7. Porch uverhdng length (ft.) i. 4.6110 S. Gldss d!'ed dnu' type: Si'llyic P,:me Duubyrl(11c' d. Cledl' Gldss 6d. O.OsgfL 14. . .10% a Depdi•tivent Of Com&aalty Affdil_: Siv. 51x1 FLORIDA ENERGY EFFICIENCY CODE FOR SUILDirYG CONS Tn"•UCTIOti FORK o00A-93 Residentidl Whole Suilding Pe/'fO1Wd11ce Heihud A NORTH PROJECT HANE: PI dit 1152 Sq. Ft. JSUIL DER: Thrower HOates ANO ADDRESS: JPERtYI TTIN6 JCL 1HA TE /OFFICE: /i ONE: 1// FL/ 3j / O1i/tYER.- JPERNri- NO. %JriRISDi i T i O1r 'Yo. CA i. New cutis tract101i Or dddition i. New CunstructI u,i 2. Si ngl a fdrb'l l y detdched or Hal ti fdivi l y d L tdched 7. Hul ti-Faa l y 3. I f tYul tl fdxl 1,V-No. Of ulil is 3. 4. If iYul ti fdagily, is this d wOrst cdse (,veSAW) 4. r'es 5. Colidi ti otied flOOr died (sq. ft. ) 5. 6. Predoialndltt edVe uvel'hdny (ft.) o. 1.50 r. Porch Ovet•lldny length (ft.) F7. GldSS dl•ed d0d tVPe: ST rt_'t t P'snt' DUt/V I r' �'dr1C d. Cledr Gldss 3d. .. b. Tint, ftlal 0/` SOldl' screen riL'. i1.i%suet Gi.r%i --yr'i 9. Floor tvpe dlid insulation: d. Sldb On glade (R-value, perb*eter) 9d.R 0. 610 1;73.061 ft' 10.Net Wdll tope dyed dnd 1/tsuldtlon: d. E,Yteriut'. 2. Wood fl'dlae (ins Ul d t•L oli GLI, 90(,' b. AdjdCeiiL: 2. Wood frdate (InsuldtlU/i R-VdI Ue) 1Ob-. A'-i i.0(1, 245. Ui.GCi!t r1'.CeL11/ty type dl't'd died insUldt•iul): d. U11del' dttlC (1nsUldt101i R-Vdllle) i 1a'.h- i 9.00 3.7. a. Ulru'dl' dtt!C (Insuldt•IO/i R-Vdlue) ! .Alr dist! ibution systeos d. DUCTS (Instildtioii i LoCdtiO10 r%d. R- 6.00 13.Cooliny systeat 13. Type: Celit/al M/ SEER. 1 t). 74.Hed tl/ry Sys tell!: 1-4. Tope: Tied t PU1af' r7)PF: .4& 15.trot water s-vst'ela: 15. Tvpe: £lectt' c EF. (11. 91 16.HOt Water Credits:* (HR-Hedt Recovery, 16. OHP-Dedl cd ted Ned t Pump) 1". Ilt fll t1'd tl oil P1'dCtl Ce: 1, 2 01' 3IS.H;-'AC Credits (CF-Cell ing Fda, C;'-.Cross velit, is. HF-Whole !louse fda, RS-Attic rddidat bdrrier, H -Haltizone) 19.EPI (gust not exceed 100 points) 79. 99. 1 d. Total As-Sall t points 19d. ?4355.33 b. TOtdl Sdse points 19u. 24555.S8 ------------------------------------------------------------------------------- ----------------------------------------------------------------------- -------- I Hereby cel tl v thdt the pldliS dad / Review of the ple-fl-, d/i:% spt�.i riLdtiOnt Spada fled t•lO11S co vert+d b y this Cd I Cu- % covered b y this ldti011 dl'e Lir co*plidnce wit-It the J cook-lidnce wiiii thr Fiur•iou clie,;y Florida Energy Cuue. / Code. Seful•e L'L'/t,5bUCttLN1 1z; L'Uhlpleteu this butldilicl will be inspeiietr It PREPARED SY: ' atplldlice i11 accur udit e wlr.i', ,ic% tivn DA TE: / 553. 906 F.S. J' hereby certl fv tlyd t this building is J in COMplidncr with the Flurldd Energy / code. / / taW,YER/AuENT: / SUI L DING OFFICIAL Oepdr'tment of Coomitiity Affdirs Sid: 5131 F1 ORIOA ENERGY EFFICIENCY CODE FOR 6uIL DING CO/rSTRUCT IC'h' FORH 600A-93 Residentidl Whole building Per'foraidnce Hethvd A NORTH PROJECT NAME: Pl do 1152 Sq. Ft. JBVII DER: T1►r'ower Homes AND ADDRESS: JPERHITTIiYG JCL 11fATE /OFFICE: /4 OrYE: 1// 2L// 3 J / OWNER: /PERr'1IT N0. /JURi SOI c:Ti Cor NO. CK 1. New construction or dddi tion I. /Yew Cun�tr'uctr of 2. Slnyle fdrrlil,✓ detdched or Haltifd/liily dttdched 2. iYulti-Fd/niiy 3. If /Yul tl fdol ly-Nu. of units 3. 4. If Hul ti fdmi l y, is this d worst case (,yesl ao) 4. }'es 5. Conde tiuoed floor dyed (sq. ft.) 5. 1152.00 o. Predomindat edve overhang (ft.) o. 1. 50 7. Porch overlldny length (ft.) 7. 4.610, 6. Gldss died dlid type: :+Ingle rarer• 0ou..."t, Fane d. Cledl' faldSS 8d. 0. 0"scyft iceI't b. Tint, fillet o/• sold!' SCr'eell Sb. 0. t yft 0, r: %,y ft. ¢. Fluor type slid iliSuldtlon: d. Sldb un grdde (R-vdlue, Perimeter) 9d.,?= o.CO 7r 3.c, ft 10.Net Wdll tVCe dr'ed dila' ilisuldt'lort: d. E.rfel'lul': 2. Wood fr'd*e (Insuldtloa R-value) h. Adjdcer/t: 2. Wood frame (Insulativli R-✓dice) ;(gib-2 17.Celling tvPe dyed dnd illSuldtivn: d. Under' attic (Insulation R-vdlue) 'Id.R-79.&C- d' d. Uriv'er dttiC (IrlSUldtioa R-vdlue) 77a'.R 3c u.vv" 12C%3. %OSyft 12.A1r distribution systeos d. OuCtS (Illsaldtion t locdtlon) 72d. R= 6.00, 13.Cool!/IV SYStelii 13. Tvpe: Central ., .C EER: ;6,. 5_5 14.Hedtiny S✓slem: 14. T,vpe: Hedt PU#1'V HSP F: 15.Hot wdter system: 15. T,vpe: Electric EF: 0. 97 16.Hot Wdter Credits: (HR-Hedt Recovery, 76. Oh'P-Oedi cd tea' Hed t Pump) 17. Pifiltr'dtloa prdetice: 1, 2 or 3 1?. 2 18.H;IAC Credits (CF-Cel l i ng Fan, CV,-Cross vent, 16. HF-Whole house fdn, RS-Attic rddidnt bdr•rter, HZ-Hul tlzone) 79.EPI (must nut exceed 100 points) 79. 99. ; d. iotdl As-6a It points 19d. 24355.3_ b. Totdl 6dse polats 791.x. 24 558.645 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans dnd J Revlew of the pldn6 dna spC� ficdi ions spedficdtions CUverd by this cdlcu- J Cv✓el'ed kV thi6 CdiCuldtivii 1ndlcdte6 ldtl011 dl'e it/ culNplld/iCe Wil It / CO*,Dlidlice with 1-Ile Florida Eaervy, Florida Ener %v C , Se. 6efor'C 4'L1/iJ'L!uC'tlu/i ! L'UI/I�11 tLtU / L"h16 Iiu`l!i: will Lir inSpe icu fu/ PREPARED 6}': cvmplialice i/i occur ud/iCe wi h 3&ctun DATE: / 553. 908 F.S. I hereby certifv that this building is J in co*pllalice with the Floridd Energy / Code. / OWiYcR/AfaENT: �"--��✓ Ii DINu" OFFICIAL x� INFI1 IRA TION REOUCTION PRACTICE COHN 1ANCE CHECKI IS " COHPONENTS SECTION REOUI'R&Y&M FOR EACH PRACTICE CHECK PRACTICE II 60S. 7 COHN Y WITH A11 MFI1 TRA TION PRESCRIPT IBES. ------------------------------------------------------------------------------- windows 606. 1 iYa.dwam of 0.34 CFtY per liaedr foot of Opeldble sdsh Crdek (includes sliding glass door-i. ---------------------------------------------------------------- ----------------- Exterior d 605. 7 Hd.k-linar of 0.5 CFH per sq. ft. of u'our dfCcd: _.vliu` Adjacelit' Doors eOi'e, wood Odriel, iOSulated cir' y1d.s6 u`��vr r.W,y. Exterior J'oilits SOS. 7 To be Caulked, yasketed, wedtker-stl Jpped in ui her- X Cracks wise sealed. -------------------------------------------------------------------------------- PRACTICE 12 60S. 1 COW1 Y WI rH PRA CTICE' i71 ANO THE FOi 1 OWI irG: --------------------------------------------------------------•-------•---------- Exterior Wdlls 01616. 1 TOP pldt'e peOett'dtiWis sealed. Irifi l tr dtion &dr rier 4 Floors itist'w1led. SOIe /Mate/flOOv j0irrt csulkt' 4L.11 _-:rVr . Exterior Wdlls SGS. 1 Peiret•ratiolrs, ,faints and Craek-. ori irrter:ur cul fa e & Ceilings caulked, sealed or ydsketed. ---------------------------------------------------------------------------- --------- OuctWork 6*06. 1 Ductwork in unconditioned sp-dee rues t Lye seal e . --------------------------------------------------------------------------------- FirepiaCes 6'06. 1 Equipped with outside coobus tion d i r, deur-.: &od flue E,khaUSt Fd US 6'06. 1 Equipped witli dd&pers. Coi#bast oil devlc•rs SGS. 1.A.2. --------------------------------------------------------------------- ---------- Coinbustiurt 606. 1 COMbusti0/1 SpdCe dna' water hedl'i ay 5ysterna ��r uriueci Ned tiny with Outside coltibustiort der, ex-cept ci' /eUL v: ire dppliances. -------------------------------------------------------------------- ----- ----- OTHER PRESCRIPTIi'E NYEASURES (wast be met ur exceeded Lry all ('e,51u` ii .C`S. ------------------------------------------------------------------------------- Wdter Heaters 612. 1 Comply #!ph efficiency reyuir•eiuents in Tabic' 6-71. Switch or Clearly marked Circuit bl'edker- (r i c`uiri c w• cutoff •(ydS) must be prOviv'ed. E;rternb'1t- irt hed t trap required. -----------------------------------------------------�----- ---------------- Swimming Pools 612. 1 Spas and heated pools gust have covers suldr S Spas heated). Non-CoOfflercidl poaiS dust lidve d puiap tinier. Gras Spa & pool heaters must have d oh/iihunr %lrerrndl efficlency of 78 percent. ------------------------------------------------------------------------------- Shower Heads 672. 1 Water flow must be restricted to no rnure t-i+drr s qd l- lons per minute at 60 PSIa. ---------------------------------------------------------------------------- ----- Air Oistributioa 670. f All ducts, fittinys, r<iechdnicdl cQu4.,tirent :rru pje(jusi Systeias Cha/sbel'S shall be 11;echd1tiCdll,v attdchc'd, sedl_d, errs- elated elid instdlled in dee0i'ddnue, w tli tira' r i tc'r Of Section 610. OuCtS in 1- be be insuldt'ed to a nrialtinia of R-S. Air hdiiJ]er.; s;;dll not be installed in attics ulilrss lie ritec'h�,,rcdl closet. HVAC Controls 0'0.x"'. 7 Se pdrate readily-dc:CeSSiL',I - 1-uf-au - cic ------ � e ilialiiud turns thenwos tw t for each sys te*. S02. 1 • C83 R-3 Goth s i des. Common c,•e i l i ny S (Ivor:; R- i i. ------------------------------------------------------------------------------- rxxrxrrxrrrrrxxxrxrxxxxxx#xxrxx�rxxrrrrx•rxrxrxrrrrxr�rrrr�rra•rrxx•.rrrrx•x•.�xr�rr,txrx S14MYER CAL CU ATIONS rxx.��r�r�rrrrxrrrx•�•xxrxr�r�rrrrxrtrrxrrrrxrxxxxx�rxx•�rxrxrrrxx�rx.rs•xxxrxxx•xx•xxx�r:��rxxxxr _-= SASE _-_ / __= AS-SUIT T GLASS---------------- / -- ORIEN AREA X 83Pff = POINTS l T}'PE SC ORIEN AREA X SPH x 30F' POINTS --------------------------------------------------------------------------------- NE 30.00 53.8 1974.0 / 081 CL R HE 30. v" 57. 7 SE 20.00 65.8 1310.0 / Ca 1 CCR SE 26'. G% . i 7 P i255. 1 SW 1 i.30 65.8 1131.3 / 081 CL R SW 7.U 179, i . 5S 3i 9.v / 081 CL R SW 6. 0 7 9. i .64 305.3 J 081 C1 R Sw 4. 3 ?4. .. . 3 w 13,GC� 03.8 987.0 / 081 ClR w I5. J %9. . <<'{ i%%G�i.2 NW 03.00 03.8 4277.0 J 081 CL R lvw 35. o 57. . .169 i d04. 1 f 081 CL NW 30. 0 5;7. . .1514 iv54.0 -------------------------------------------------------------------------------- . 13 X CONO. FLOOR j TOTAL Gi ASS = ADJ. K' G.1 ASS - Au,i G L AS:? f c-i ASS AREA AREA FACTOR POINTS pG.[j T S J Fi%INTS ------------------------------------------------------------------------------- . 13 1,-152.00 147.50 1. 172 9, 705.50 1i,a";'i ;"4 J o93.159 iVOW 61 ASS------------ J AREA r 85,-'/Y - P01'�YT S J TYPE R-i H l UE AR•i:A x SF i`1 - POI Ni S ------------------------------------------------------------------------------- WA11S---------------- / E.rt 900.0 . 9 864.0 f Ext wood Frdse 11. Jr'632.0 Adj 243.0 . 7 171.5 j Acij wood Frdme 1 i. 0 243.0 / COORS---------------- / Ext 21.0 01. 7 128. 7 / Evt wuod 21. 61' o'. i C% 12S. ; Adj 19.0 2.4 45.,6 J Adj Wood 19.C' 2.4e, v 5.6 / CELL INGS------------- UA ------------UA 1133.0 .0 091.8 j Under Attic 30.0 i203. C% / Under Attic 80.c% 1. i& 95-17 FLOORS--------------- J SIL 173.0 -37.0 -(POI.O J S1db-0n-Grdde . 0 1.73.C, -4 . 't,% -. i ?i??,6 INFI1 TRATION--------- / 1132.0 8.0 9210.0 / Pf'dCtiCe 12 i 152. 0 S.Oo' 4276.G - - -- ------------------------------- T OTAL SUNKER POINTS / 16,08S.24 / 12 3;7-6-7- TOTAL x S►STEH = COOL LNG / TOTAL X CAP ,r DCT x 3Y31EH v CREVIT - C00iiN% SUtY PTS /yUL T POIN S f COAIRON RA TIO TiUL T Hui T' Hui 1 p"" rr i -------------------------------------------------------------------------------- 16,086.24 .37 3, 931. 91 / 12,576. 79 7 9 1.00 1.0 0 x'#x'.1l'x'###.1l'x'x•x'x•###at'#x'x'x'�t'#x'x'#Jk'x'#x'x'x'x'al',1C.�P#x'#x'x•x'x'.�"x'x'x'�t'x'#x'x':�t'Y.'Jt"##7K##.Y##?•':'#�".Y".N',1!'+".7R'.Y.x'xx'#x' WINTER CAI CUL A T'ION3 #x•x•x'###x'�r##x•x•##x'#x•#x-x•##x•####x•#x•x•x•######x'x'x•########�rx',n'x•x•x-arx'�##x'.�tr.'x'x.�.�:�-x.'x�'�x#### == BASE _-_ / _-= A3-OUR T -_- GLASS---------------- / ORIEN AREA ,k 8WPN = POINTS f TYFE SC ORIEN AREA r WP/Y K W6',F _ r•OjH,S irE, S0.00 -i6l.6' -318.0 f OfiL CZ rYE 30.0 4.6 1. Si'r`i.4 SE 20.C%0 -761.01 -212.0 J 061 LY R SE 20.0 Sw 1.7.5*0 -10.6 -183.5 f 061 CL R Sw 67 J 061 CLR Sw 6.U -22. .17' 79.v J O81 Cl R Sw 4. 3 -22. . -. S z' S9.4 w 15.00 -i0.c -159.0 f 061 C1 R w 13'.0 -51.2 . 5. -?8.2 rrw 65.00 -70.o -689.0 f 081 CI R Nw 35.0 4.6 1. 204.5 J 081 CI rr'w 3o.0 4.6 i. 3 5 !4i.y . 13 ,t Cu"NO. FLOOR / TOTAL GLASS = AN. x GLASS - ALU G1 ASS /' iii ASS AREA AREA FACTOR POI*Ni'S POINTS J Poiit7s -----------------------------------------------------------------------.-...------ . 15 1, 152.00 14 T.50 1. 172 -1, 563.56, -7,63 i.6. / 5'3 -------------- NON 61 ASS------------ J AREA r' SPH - POIN73 / TYPE R-r-Ai UE AREA r wr"ii -- �DINTS WA11S---------------- Ext' ---------------E.rt' 9010.0 2.2 2112.0 J E'X t' Wood Fr rice i i.C% Y6C i,% ,i. 'G 3552.0 Adj 245.0 3.0 882.0 f Adj wood FI'orrrr i i.0 f,.4 0 3.ci', 362.0 J DOORS---------------- f E,vt V.0 i2.3 238.3 J Ext wuuu' :i.. t% i 258.3 Adj i 9.0 1 i.5 216.5 f Adj wuuu' .c; i i. .. 2is. f CELL IirGS------------- / UA 1153.0 1.2 1383.6 / Under Attic; 30.0 ;2(13.61 i-443.6 J Under A tti c 14.0 87.C< I F100RS--------------- / SIG 11,3.0 8. 9 7539. 7, / Sldb-oll-Grade .0 i73.0 13.,50 3252.4 INFI1 TRATION--------- i152.0 --------i152.0 7.4 8524.8 f Prdetice 12 1/52. C% TOTAL WINTER POINTS J 13,087.22 / is, S4 S. i 3 TOTAL x S}STEH = HFATI1YG f 707A1-- ,r CAP x DUCT ,r^3 STEri ,r-CR - ----------------- -- -- _ CII'EL'1 � iiEAT11YG WIN FTS rYL'i T POINTS f CONPOiY RA Ti O rvi i rtiU1 T iiiil T POI NNS ---------------------------------------------------------------------------------- 7 3 O5 .22 .35 7, 197- 97 / 18, 343. 13 1.00 1.0.70, .460 1.006, Y, 6,28.4 tt t#t#tttt t t#tart t##tarot ttx'.1�'#'�'#'#'x'.1t'.J�'�l'X't.1�'t.X'.1�'t.1�'tt.tt'#'X'x'.1t'#.IC.�'X'.�'.#'i�'.71'7t'#tt.M'i�'.�'x',1�'�"t.%'x',x•t t x'.%"t# WATER HEAT IM tttar.�x•�r�'tx'ar�rx•artarttt�r�t�t�rttt.��'�r�'�'x'�'ter#t.�x'�r�rx�rt.�tx',��tx•�rx'tx•.wn'�•x•ttttttt.�x'r.tx•t.x•.x'x'�r.�#t =-- EASE _-= f -_= AS-6UI1 T ,YUrY OF r' HUC T - TO141 f TArYK VOL ZINE EF TANK x HVI T x CRE0,I7 70TAL 6EORHS f RATIO HULT -------------------------------------------------------------------------------- J 3803.0 77,409.00 f 40 . 91 1-0616, S673-c; 1-06 , i, 034.l,lf.% ttttttttttttart#•ter#ttttttttarttttttttttttttttttttttttY'.X'��.rx•.t•ttw.t+'#.Y.•x#.;�W� xr..x�-xk'ttx MMYARY t,1t'ar,�rart.X'ar.f�'t,�'arararararartarl`tarararlrarararararararararararararararararararararar#.arar,�ar f'r wx"W,�*•t r w#.*,y,!art;r#�'.�'ar,��y.�.X.�r SASE _== f COOL Iiia HEATING HOT WATER T'OT'AL f COOL ING HcA7J`1v :;OT WA%". ;S' l TOTAL POIN73 t POINTS r POINTS - PODY73 f POINTS t ;:'OU T5 POTNTS 5957. 9 :198.0 11409.0 24, 558.83 / 42,7 .8 510261.5- i iCIS4. J ttarttt#ttttttttta!" EPI' — 99. 1." t ttttttttt##tttttt ENERGY GUIDE For detdiled iriformdtion of the EPI' r•d ri rig number or for dnv I'MY listed, dsn'' our Builder for EPI= 99.2 DCA Form 600A-93 or Form x006-93 0 10 20 30 40 50 60 70 80 6, 104" J---------------------------------.----- The gd,vilRam dllowdble EPI is 100. T1ie lower the EPI the time, t e'! l JG'Lr..':; L!!C hoxe RESIDENTIAL Er1ERGY PERFORrYANCE. RATING Sr;M I1E�tl HONE VALUE low Efficil-In".v riiV;'! rr'I` Cieficy SINaI C1R 0166., TIi`r?' lr'INDOWS. . . . . . . . . . . . . . . . . . . . .Double Ciedr J-------------:�`--- --J LYSUi A TION. . . . . . . . . . . . . . . . . . Ceiliriy R-Vdlue. . . . . . . . . 30.C; Wdll rr'-►•alae°. . . . . . . . . 11.CJ -----------•-------- -�'' R-O Jh,_ AIR CONDI TION R. . . . . . . . . . . . . 10.0 SEER SEER. . . . . . . . . . . . . . . . . . . . . . 10.6 /-Af------------------ -- HEA UNG ---------------.. _-HEATING 3Y'S70Y. . . . . . . . . . . . . . 6.8 H PF . ... v Electric HSPF. . . . . . . . . . . . 7.4 J--�'___---------^--- __ir WA TER HEA TER. . . . . . . . . . . . . . . . 0.88 Electric EF. . . . . . . .. . . . . . 0. 91 /-------A,------------ J 0. 54 Gds EF. . . . . . . . . . . . . . 0.00 J------------ __ __ - OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify thdt these energy saving fedtu/'es reyuir•ec/ for the Florida Energy Code hdve Lee/r lastd11ed in this !rouse. buil del' "'c� Address: Siyvrdture: Lratc•:l Z 3 City/riAL Floriu'd Energy Code for Buildiny Constructlun - 1993 Floridd Oepartment of Community Affdirs F! -cr'1 CAR-093 ENERGY GUIDE For detdiled inforxdtion o f the EPI rd ting nu»rber or for any ITEH listed, ash' your builder for EPI-' 99.2 OCA Foray 600A-95 or Fortis 6006-93 f---------------------------------•------;i-j The 1Jid.r imaw d ll uwdbl e EPI IS 100. The lower the EPI' trig mo, C e?fl G'J c/1 tlJt' hoNe RESI'DENTIAI ENERGY PERFORMANCE RATIAW SWEET IT&Y NONE VALUE low Efficlenuy High E/ icieacy SI Gl Cl R 06i ?lir T WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Cledr J-------------•. -------/ INSU1 A LYON. . . . . . . . . . . . . . . . . . R-lc% •. -3i� Ceiling R-VdIue. . . . . . . . . 30.0 %+ R-0 :-. Wd1I R-►•dine. . . . . . . . . 11.0 f------------ '---;i 1` Floor R-►'slue. . . . . . . . . 0.0 Jh'---------------------- AIR ------------ -----AIR CON017101YcR. . . . . . . . . . . . . 161.0 SEER i L% SEER. . . . . . . . . . . . . . . . . . . . . . 10.6' J-a'---------------------- HEA TING ------------------ -HEATING 5Y3TEH. . . . . . . . . . . . . . Elei'tr'ic' iiSr''F. . . . . . . . . . . . 7.4 f--X------------------i WA TER HEA TER. . . . . . . . . . . . . . . . 0.88 Electric EF. . . . . . . . . . . . . . 0. 91 J-------x------------- 0. 54 ------------0. 54 L �% Gds EF. . . . . . . . . . . . . . 0.00 J------------- -- 0.40 r; tiG Solar' EF. . . . . . . . f-------------------- OTrrER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I eertifv that these energy sdving fedtures required for the Florlcid Energy Code hd✓e been i as tdll ed in this house. 6ui 1 d t ` -L AXI Adu'f'ess: Siy"ridtul`e: v t,a' :_ 1 Ci t v/rip FIOr idd Eiier'yy Cove for building•• CO1istruCtio/1 - 1993 Flor'idd Oepdrtment of Comfluriity Affdirs Fl-EF'c` CARD93 RICHT-J LOAD AND EOUIPHEN7 SLl,YiYARY -21-9G For: THROWER CONSTRUCTION 4587 HISTORICAL 7RAIL COVE JACK50N€IILLE FL 32276 (904)442-3909 6y: AIR ENGINEERS, INC 10947 8EACH 6L VO. JACKSON€'IL LE FL 322i ii (904)641-2333 Job 1: Pl d n 7152 Sy. F'L'. Wthr Ja(:i5`iVnV111t.._/it� rC Zoite : WI'NT'ER OESI'G,Y CONDITIONS SUNHER LIC"31 C,1 Outsicle u`L,: 32 Deg F Outside db: iley F Inside db: .10 Deg F Ins lde c/b. = Oey F Design TD: 38 Deg F' Desiyii Ti,: Oa r l y Rd lige Rel. Ham. . i HEATING SUHNARY SENSI6LE COOiIRG EvUIP LOA0 Si-I"I,Yu 81 u'g. Hed t Loss 24 972 Stub Structure 2273"! Sz ui, Ventilation Air 100 CFH €'entfIdtioii 2V>V of Vent Ali` Loss 4180 8tuh Design Temp. Swii,y 3.G Pey F Desi yii Ned t L odd 29152 8tuh use ,Yfy. Da id y Rd te/Swi iiy ,Yui t. i.6k; Total Sens Equip ivdu` 2,462-,- EtUh INFIL TRA TION LATENT COOT INiy EWIP L NO 3 dirk Const Oudl d Fireplaces 1 Inteividl Fidii,5 i3& Si.-ah €'t'ntildtioii 3332 Stab ATING COOL MG Infil ti`dto,i 236.4 gtvh Ared (sq. ft.) 1752 1132 Tilt Ldtent 'Equip ivau "2?6 6iui, Vo1 use (cu. ft.f 9216 9216 Air ChdngeslHour 1.2 0.5 Totdl Equip eoau 32;03 Stub Equivdle,it CF,Y 785 77 HEATIiv EOUIPNE,YT SUN,YARY COOL rivet EouiPii&N ,Pane Lennox Ndk'r Ieimox Hodel C2231-82403 ,Yodel I C,,YP-30 T,vpe AIR HANDLER T✓pe HEA i AVIV Efficleacy / HSPF f. COF?r'EER/5EE;, is Hed ti ig Input 0 Stull Seiis ible Cuvi lnc 'vii%c: C`t uh Hedtiny' Output 0 6tilb idtent Cuvlt„y a8v'. oiuii Hedtiny Teop Rise O Deg F 7otd1 Cool fml 3c;<<%C . tuh Actudl Hedc`"lay Fdii 7000 CFiY Actudl Coullny r.,,, i<<ct:% Htg Air Flow Fdetor 0.040 CM18tull Cly All, Flow Fduty; c; r,, ; t.:';'iriotu:`, 54,dce Thermosi:vt Lvdu Sen6 Rrcdt ,i.:. PI'intuui cel ti fieri by ACOA to meet till I'eyui/'eaie,li 01' r`idrluel rc,'rri .i RIGHT-J CAI CUl A TIOrY PROCEDURES A,6,C.D Job 1: Plan 7152 Sq. Ft. Procedure A - Winter Infiltration HTH CdICuldthwfl' --Whiter i n fi 1 tr'a ti on CF1 ' f i.2 ACIHR K Q210 Cir.Ft. f 2. winter Infiltration 6tuh / 765' CFH x 38 Wl titer TO / 3. Winter Iii fil tra tion HTH i / 7.0 6t•uh / 188 Total Window = v HTH j S Door Ared ---------------------------------------------------------------- Procedul e 6 - 3mmer In fi 1 tra ti on HrtY Cd I Cul d t'i o„'` -------------------------------------------------------------------- / 1. SWkifier' I ri fi 1 tI'a ti on CFH I / 0. S AC/HR X 9216 Cu.Ft. .r' 0.016.7 s;'r=it1 / / 2. Sumwel' 1'li fi l t'I'd ti oll 6t'ul, / X 77 CFH .r 19 Sa/aiNer TD = '603 Stub J J 3. Su*wer' In f i t tea tion HTH ` j 1008 6tuh / 788 Total Window = 15.6 HTH / S Door Area r" -------------------------------------------------------- Procedure C - latent Infiltration Gate --------------------------------------------------------------------------- J 0.68 x 49 gr,di ff. .r' 77* CFH - F564 Stab / ------------------------------------------------------------------------ Procedure D - Eq'Ui.Oaent Shiny loads ----------------------------------------------------------------------- / 1. Sensible Sizing load J / Sensible Veatilation load l / 1. 1 x 100 rent.CFH x 19 Su*ffler 70 = 26'96, Si. j Sensible Load for Structure (line 7 9) 227 3 9 Stub l J Sour of Velitilation and Structure loads = 24 629 btu%, i / Rd ti ag and Teppera tare Swing HitI t'i fel ie r 1.00 A'Sl5 J Equipfient Sizing load - Sensible T 2-462N- Suri, J J 2. Latent Sizing loan' i l Ldtent Ventildtiou loan J` / 0.08 x 700 Ve/if.CFH x 4 9 gr.di f i`. J I'at•er•l/dl 1 odds = 230 x ii No. People / i ri fi 1 tI'd tion Load From Procedure C 61 u;, / EgirIpoent Sizing load - Latent ntu;, ---------------------------------------------------------------- '*Construction Ouality is: a NO. of Job 1: PIdn 1152 Sq. Ft. Iolie: 7-2i-94 ----- HANUAL J: 7 t1► Ed. ---- RrOHT'-J: €rr. 72 ---- TR2913 --- Pa ut i ---- 1 1/ Ndllie of Room / Entire House J Wlrule Hou e- I / 2/ Rulilii ny Ft. Exposed Wdll / 1731.0 Ft. Ft• f j 31 Rood Olmensions, Ft. .,. o ,=t. 1 j yJ Ceilnys,Ft / Condit. Option/ .6.0 J / 8.0 / >*e L!(:voi / j-----------------------------------------------------/----_--. ._ _ ----/ / T rPE• OF I /CSTI HTH / Al'ed / Ctuh / At ea /' u , f EAT03URE f 11YO. IHt'y 1CIy /teliyt'hl Hty / Clu HZ, i C:y 1 1------------------------.__..___----------- /r r I 51 GI'o"is /d/r2CI 3.41 2.01 9601 I I E,kpused W 14C/ 2. 91 1.21 o I l Wdi iS drip' Ic/73CI 7.41 1.S/ 245/ f W *� _"�51 y'x•x� .,' ,.# Ir / 1 Pdrtl tl oris Idl 1 0.0/ 0.01 1 I lel 10.01 0.0 t1I xx1lJ! J )`Y � 0/ p r i 1 /r1 i 01 0/ dC�.k� / +,+.k' f 6,1 Ir*.t'� ry 1 rr J-----•--------------------------Ir -` --...__...------ / o/ WiliduwS Idl 3012~.6/ wx / 1331 36501 �"Yr r / i 3/ 3:5.;0,/ I 19 Glass IN X127.61 �� 1 751 413/ �,�.�� i ;s/ l I Guots Hty. /C/ 1 0.0 f 1 I Idl 10.0/ �� i 0/ 0/ �r.*� ; �,1 f.;,r , ��• r / I lel / c�.ail x•,r 1 `)f `)1 .;Y x.-<• Ir I�/r ;, �; rsr.'Y l /rrl �M`IlidrJwS--- / /�'lI!'th ---f23.Glf---------------------•• - r - -- r 381 I / x rlidss f NEdNW 151.0/ 4,q5 f xx�,r / �•r ;'3/ `-x" ,r L.C,/ 13./ Y".x"x-.x' / -; r r .�1•�.•. ,r , l l f SE43W / 0.01 0/ Sirsir 1 I f s�ut11 / 0.0/ o f I 1 1 Horz / U.c>j 01 l %i �.I' •r..><:r< %/ /-------------------------------/--------------------/----------------------- 81 --- •----------- s1 Othr dours Id/1dO11 . 5170.y1 211 36.71' 216/ -1 1 -trs/ / % IbIloo/r''. 5/10.4/ 191 SSIFI i 90/ i 9/ /-9/ Net _---___, _ 01--- d/12Cf 3.41 2. 7921 2,7071 is J0.1-__- ,1�Ir--=.:( 1 I E-kposed 1b114CI 2. 91 1.21 -191 -5,41 ! 1 Wd11S dlid IC113CI 1.41 1.31 245/ 33i/ P,6 i'tl t'iLms Idl f 0.0/ 0. 0/ 1 i fel / 0.0/ 0.0/ of 0/ I 1 • fl0/ _--1d/16F/ 1.41 1.61 -1203/- 13 Ceililys1 ;Yoc I I IbII601 2.01 2.S1 s?11:sf i9s1 rs.-1, ! i 10118CI 1. r'/ 7. 91 o/ 0/ 0/ (,/ 1711 Fiuura-----/dJ22A/30.8I 0.0/ - 1.73/ 5325/ --`r �i. 3,,r-- 73_` I ! I b/r 4CJ 1.0/ 0.0/ 0/ 0,' i ! 14CI / 0.0/ 0.0/ 0/ ` /121 1•iil'iltYa•tivli d ? c7 - 131. -[,,--1---16Sf -, �-- ------ I 1 S.61 _ 1131511bt'ut St'Uh LUS$=6t8. . i-II1-121 ar4rarxi 22ryC,21-.�rW.rr -� +xx•. / - trw t 1141 Duct 6tuh toss 1 701./ 22?0/ 1131 Tot'dl 64"'Uh loss - r3tr4 f $Sits / 249721 ssx.:r 'r /76/-1'nt. -f;a1nS.-------People-�----ry f,'I--------,wr.x•:r � - _--,l------•-a.r-,r.,•. , 00 I tA/pl. 0 1L0Cf 5I /17/ SUbt'<,''!t RSH Odin=7t8. . t12t10 f arts r r x rx•W *rwx• /18/ O&Ct 8t-uh Odi/i 1 101:1 .i••_ ^J t.`.'J ...moi. ..-1D x'„rx'.x' J .!r.lr.ftr r .... . ... +,. .•.� /. ryf iYANLIAL J: 7th Ed. RrOHr-J: VI-72 rR2 9 r 3 RrGHr-J WrN00W DAM Job 1: PIdu 1152 Sq. Ft. 2i-96 W S 0 W G L S S 0 N A S 0 0 W iv S N K r A 1 0 r H V G H H p' h' H H rY H C, }' R 1 A W R A H L 0 C R AV, u T .4 A W L Z F' H 0 0 Z' L 0 X Y T H n R Whole House d n se d c rr ii it y 2 90 1.0 1. 5 0.G d 0 sw d c n n n y 2 90 1.0 1. 5 a.6% 1.6, 63. 6, ; i Z.5 d it lie d c n n /l y 2 90 1.0 1. 5 G.0, 1'.6, 51.6, 5(". C1 d it irw d c it Ir I) ,v 2 90 1.U 1.5 5i. 6, 6-5- c b a w d c n 0 n n 2 90 1.0 1.3 C'.0 r'.C% Oepartfflent of Coomilaity Affdirs 3ii: 5131 FLORIDA ENERGY EFFICIENCY COOS FOR BUIL DING CONSTRUC i ION FORH 60OA-43 Resideatial Whole Suilding Performalice Hethod A rYGRTH PROJECT NAHE: FI ata 1152 Sq. Ft. /SUIL DER: Thrower Hornel, ANO AOORESS: JPERHI I'TING I CL INA 7E JOFFICE: J2 ONE i L/ 2.1i-l' 3L/ OWNER: JFERHIT 1V0. ✓vn'[Sc?iGTIv"ir %rte. CK 1, New c:ulrstl'uCtlull Or' ddditiutl i, IVVW Curr;.Li uctiulr 2. Single fdoi l y detdcheu' ur Hal ti fdoi i y d tt-dubed 2. I uI t i .1/J*i y 3. If Hul ti fdrlii l y-rrl1. of units 3. 4. If Hul ti fdRll y, is this d wu1's t Cdse (,yes/no) 4. Yes 5. Conditioned fluor died (sq. ft.) 5. 1152. Of o. Pr'edoinindlrt wive uverhdng (ft.) 6. i. 50 r'. Porch aver ltdrig length (ft..) f. y.0%0 a. aldss dyed dnd type+: Sil[yie P,:11?V Ovub?: d. Clear aldss ad. 0.0.5c,,ft b. Tint, fillli Or' .501ar' 9Cr'eeN v. Y, Fluor' t,Vpe dlid insulation: d. Sidi% ori _vr'du'e (R-value, pe1'i1nete1') 1O.1Vet Wdl1 t;vue dl'ed and ilisulatioli: d. E.rtel`ior': 2. Wood frd[ne ('Insuldtiori R-ydlue) 96( b. Adjdcecut. 2. Woud frdffie (Insulation R-vdlae) ii.Celling type drea and insulation: d. 'under dtt'ic (Insuldt'lon R-vdlire) d. Uiiuel' dt-tirT (Insuldtiorr R-Vdlue1 1%d.R=3L?.0:% distributlou systens d. 10VCts (Insrildt101l t IVCdtioli) 12d. R= 6.G6, un c.:.: U 13.Coulilig system i3. Type. Cc'lr l-dl i 4.reed tilry S?vs t VR: l v. Type: riga i Pa#q i iS.Hut water sVsteiil: 15. T,vpe: Elr.Ctrit` EF: c ri 16.Hut Wdter Credits (HR-Neat Recovery, i6. DHP-Dedi cd ted Heat Puop) lrifiltr'atlori 01'dCtiCe: 1, 2 or 3 i 2 'S.H►'AC Credits (CF-Cel 1 ing Fda, CV-.Cross vent, ;3. HF-Whole house fan, R6-Attic rddidnt' bd/'l'iel', 1117-Hal tizolie) 1 4.EPI "oust, riot exceed 100 points) i C. 1 d. Tut-d! As-Built points IYd. 24335. 33 b. Tutdl 6dse points 19b. 24558.86 -------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I hereby cerci Pv that the plans dnd J Review of the c'ldrrc Au` dG�ec i ii c�ttiu r.: specificativas cuver'ed L;v this cdlcu- /' Covered c!y this udlc:uiatic)li lnaic ices ldtlo/1 dr'e hi Cur7iplidlWe with the J CVd1j'lia'liLe with the' Flu['iu'd FlorJdd Enel'yy Code. J Code. oefur e corrstl'uct'[Ciii is J this buildili�., will be i[rsL'c'c:tru ;w PREPARE0, oY: 4 !lance lei dC�ul u�uc r. wl i;, c : is[cin 0A T C: J 553. Q6,8 F.3. J I hereby, cert!fy that this baildiriy is J i o culnp 1 i d rice with the Fl or'i dd Energy J Cuu'e. J 0 f'ti- OWiVEf;/Au"ENT: 6'UI't iii NG OFFIi'IA1 . m Depdrtveat of Coararunity Affdir:: SH. 5131 FL ORIDA ENERGY EFFICICNCY COOS FOR SUIT DING CONST n•UCTIDir FORK 00A-93 Residentid1 W11o1a 8ui1dirig PerforardItue Heihud A 1rOR,r PROJECT HAHE: Plda 1132 Sq. Ft. fSUILOER: Thrower Hv&es ANO ADDRESS: /PERr'fr rurYF: ICLMA rE f OFFICE: 1 i OirE: 1 L/ ?f / 3L f OWNER: /PERHrt- NO. /JURISIiiCriu",r rYO. (,A 1. New Cullst/'4Ltt't1On Or' dddition i. New Cur/�iI UC ti 2. Single fdraily detdched or Hultifdatily dltac'hed 2. /Multi-FaIrlily 3. If Nu1 ti fdrall y-N0. Of Wilts � 4. If lyultifdo ly, is t1lis d worst cdse (yes/nu) 4. raa S. Condi tiuried fluor died (sq. ft.) i 152.e o. Predoxi/idrrt- edV& uverhdag (ft. ) .�•. Pv/'Cli ovel'hang icnyth (ft.} . . 4.c:�i% S. Gl d SS d 1'ed d/id t.Vpe: d. Cledr i71dSS dQ'. f�.(!),if!i 14. JL'•:•/% b. ririt, filei of, suldr screen 6b. G,r%suI`t 0. 00.( c/f 9. Fluor type d0d irisuldtivri: d. 314aL On yrdde (R-vdlve, peri/peter) 9d.fi'- el.vv r'f 3.00 I`t 10.IYet Wdll type d/'ed dnu` i/isuldtion: d. E.rt•erior. 2. Wood frdme (Ilisuldtlu/i R-vdlud) 1od-2 R-1 i. ou, 9oSO. %tui"t b. Adjdceiii: 2. Wood frame (InSuld t'101i ii•-vdl ire) 1 Oil—-FA"' 245. i i.Celliny ty,41e died dricl insuldtiu/i: d. Ulldel• dtt1C (It1SlJldtiuli R-vdlue) %%d..�- %Y. v"C% 3?. a. U11der dt'tiC (Insuldtio/) R-value) i2.Air u`istr ibutt'ul1 a'ystdlRs d. OuCta (I/iJlrldtiOri f LuCdtialt) i3.Co01irig �ystern 13. Type: Ceittrdl A/C JCEh?: i(%. S i 14.Hed ti Try S,vs teal: 14. rype: iced t Pu*P H3RF: 7.40 15.Hot water -;ys tem: 15. Type: £i eet"r'ie EF. 01. 91 16.Hut Water Credits:# (HR-Hedt Recovery, 16. OHP-DediCdted Hedt Pump) 1 Y. IIif11 trdtiOn A:11'dCt1ce: 1, 2 Or 3 17. - 18.H;'AC Credits (CF-Ceiling Fan, CL'-.Cross vent, 18. HF-whule house tali, RS-Attic r'ddid(It bdrr'ier, HZ-Hol tizoae) 19.EPI (gust nut e.rceed 100 points) 19. 99. 1 d. rotdl As-sunt points 19d. 24355.3: G. rotdl 6dse Points 191... 24 553.33 ------------------------------------------------------------------------------- ----------------------------------------------------------------------- -------- 1 Hereby ce/ t1 fv thdt the plaits and J Review of the pleat-, d/:%V' SVC',.: rtcdttuli-' 5��ec'Ifled tlO/Is l`ovel't'd b,V this calcu- / COVe/'Bu` icy thiti udllr�ldi'IOn ir;riir...�`ra ldtion dr'e it, vo&plidace with the f i'u/npllance wiiil the Flur'idd Crrtryy F l oridd Energy Cude. / Cour.. Se fora c oris t r'uc tion i a L'_'llrrl r c ed f this butidii/ci will L'4e irispeLtcl% fur PREPARED SY: �- .idIlCe in dUCUIU'dIIU& WY i.I` ec.i i ull DATE': l 553. 908 F.S. I hereby certi fv thdt this building is / i a compl idnce with the FI uri dd Energy / code. SUFI DINo OFF ICIAi : Oepdrtment of Co&*anity Affdirs SN: 5131 Ft ORIDA ENERGY EFFICIENCY CODE FOR 6UIt Di N6 CONSTRUCT It?N FDRN 600A-93 Residentidl Whole building Per'fotwdace Nethod A NORTH PROJECT YA/YE: PI do 1152 Sy. Ft. 16UR DER: Thrower Hoves AND ADDRESS: /PERNITTIN6 ICI INATE JOFFICE: JZ ONE: i J/ -7L/ 3/ / OWNER: JP£RNIT ND. JJURiSOICTIG,v ,YO. CX 1. New construction or ddditiorl I. New Cunstruc tiur• 2. Single fdwily detdebed or NulClfdoily dttdched 2. rYu!ti-Fd,nily 3. If Nal ti fdmil v-Nu. of units 4. I f NUI t1 fd,7li I y, is this d Worst VdSe (yes/11o) 4. }'es S. CUlld!tIOUdd fIOUr dyed (Sq. ft.) 3. 115 2.0c, 6. Predo*indnt edve over'fldrly (ft.) 6. 1. 50 7. Porch overhday length (ft.) 4.610, S. GldSs dr'ed dnd t;Vk)e: .'.�inyle Pd(fe Oou ,r'e Pd„e d. Cledr a dss Fad. 0. vsyf z 14.7. ': _:q/,1 b. Tint, film Or soldr screen 8b. O.Ooyft' v" %,:,,yft, 9. Floor type drld insuldtiorl: d. Sldb on yrdu'e (R-vdlae, Perimeter') O.t%o 1.73. G�; i t i0-Net Wd11 tykle dr'ed dnd inSuldtiOn: d. Exteriur: 2. WOOd frdme (InJuldtlon R-vdlue) 10.1-2 b. Adjdcerrt: 2. Wood fr'dme (Induldti ori R-✓dl ue) 6,1-2 11.Ceiling tv1,le dr'ed dnd irlSUldtiO/l: d. Unum' dttic (DISUIdtio/l R-VdlUe) IIa.R= 19.00 87. LAs-v,1,! d. Under' dttic (Insuldtion R-vdlue) i 1d.n'-,iO.00 , 12t%3. c%4?syft 12.Air' distribatioa syste*s d. Ducts (Insuldtion t Location) 12d. IS.Cooling system 13. T✓lie: Crnt!'di .H.. SEER: ;C 55 14.Hedtirly S,✓stem: 14. T✓lle: Hedt PUXA, HSPF: .4 it 15.Hot wdter' system. 15'. Type: Electric EF: 0. 91 16.Hot Wd ter Credits: (HR-Hed t Recovery, 16. OHP-Dedicd ted Hed t PumN) 17. Irlfilt1'dtlO1l Pr'dctiCe: 1, L or 3 1?. 2 18.H;'AC Credits (CF-Cell ing Fdn, CV.-Cross vent, 16. HF-Whole house fall, R8-Attic rddidnt bdrrier, NZ-Multizone) 19.£PI (Aust nut exceed 100 Points) 19. 99. 1; d. Totdl As-built points 79d. 24355.3 b. TotdI 6dSe POints 791... 24556.3,5 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 1 Hereby cer ti Pv the t the pl d rls dnd J ReVI eW Of the F.I1 d/rs dnd speeificdtions covered by this cdlcu- / covered by this cd." uldtidr, il,dicdtes IdtlUn are in CO&pIidrlce With the J CO*A)lidnce with the Florida Efwryv F iU/'I U'd Eller y,V Code. % Cade. 6e f0I`r G'LNis L 1 LK't I dei i> c'uar��l e ir'u / this buil di licy Will be iospe-ted fur PREPARED 6Y: , alF�llarii'e ill dccur ddnc:e with 3ectlua OA TE: J 553. 908 F.S. I hereby certify that this building is / in ComPlldrlce With the Florida Ener'gy J code. J OWNER/AFENT: -� 6UII DING OFFICIAL INFII TRA TION REDUCTION PRACTICE COHN LANCE CHEM IST COrYPONENTS SECTION REGUIR&YENTS FOR EACH PRACTICE CHICK ----------------------- PRACTICE I 1 0'0S. 1 CONPL Y WI TN A l l IrYFII TRA TION PRESCRI P UVES. ------------------------------------------------------------------------ ------- Wind'ows SOS. I Xdxigaa Of 0.34 CFN per Iirredr Pout of operaLie sash crdcA, (i ncl udeS s l i d'i ng gl dSS doth r;1. --------------------------------------------------------------- ------•---------- E.rterlur d 60S. I Ndximam of 0.3 CFH Leer sq. ft. of u`uur' dre'd: t•vlid Adjdcent Cuvrs e;'vr-e;, wood pdrrel, insuldte d u/' ylds,s .raurs Exterior Joints 606. 1 TO be edulked, gdsketed, wedt/1vi -stripped u/ c ester- S Cr'dch'd wird Sedled. ------------------------------------------------------------------------------- PRACTICE 1. 0015. 1 MYN Y WITH PRACTICE W I ANO THE F61 10,;Vliv6: ------------------------------------------------------------------------------- Exterior Wdlls 0'06. 1 TOP Pldte penetr<gtiuris sedle•`d. Irif i 1 trdtiurr Ldr'i ier 8 Flours 1/1st'd1led. Sole pidte/floor „ioir/t caalrie:•d of ----------------------------------------------------------------------------------- Exterior WdllS 600. 1 PenetrdtivnS, joints dnu` Ct'dck-,; uo interiv: >-,r fa:r a Ceilings caulked, Sedley' vr' ydsketed. -------------------------------------------------------------------------- --------- Ouctwor'k 000'. 1 Ductwork in unconditioned spdcc utast Le se dle`u. ----------------------------------------------------------------------------- Firepldces 600'. 1 Equipped with Outside Combustion dir', door. _ rru flue v'arxpers. ------------------------------------------------------- --------------- ------ EAkd uS t Fdtis 005. 1 Equipped with daatpe>rs. Combas t'io/i de-vices =.e,r., 000. I.A.2. -------- --- Coxbastion 005. 1COmbUStio/r Space dnu` wdter' hedt'iny systeas ��rur!'ueu Hedttny with Outside CombuStion dir, ex-Cept direct VC-1/Z ' c'pPl l c1/rl:es. * OTHER PRESCRIPUYE HEASG'RES Oust be *et UPeXceecieu by d11 ** ------------------------------------------------------------------------------- Water Heaters 612. 1 Comply wi_ph efficiency requirements in Tdule o-1i. Switch Or Cledrly Odr'ked circ.'utt bre:'dkrr (rlcc'lric") or cutoff (gdS) crust be C11'OVld--d. E'Aterrrdl f.,r Lail t- i n hed t trdp requi r'ed. ------------------------------------------------------------------------------- Swi&&lay Pools 612. 1 SpdS drrd hedted poufs crust hdve cuverS (ex-sept solar d Spds hedted). Non-Cummercidl POvlS must hdve d s ux,,, timer. CdS spd & pool ked ter'S roust lyd ve d ori nirnuat t hcrrnd l efficiency of 78 percent. ------------------------------------------------------------------------------- Shower Hedds 612. 1 Wd ter flow must be restricted to no xur•e tird/r .i ya•l- loas per Minute d t 80 PSIFr. -------------------------------------------------------------------------------- Air Oistributiorr 610. 1 All ducts, fittings, arechariicdl equipment z://c; pleriam Sys terns chdrabers shall be 1aeC1?d11iCdl1,•r dttdched, srdl_u, irrs- Uldted and inStdlled 10 dCCOrddriCe with thr.- L. iteY`id of Section 610. Ouc'ts in erre vrrv'iiiunru` diti_:.> .m��si be insulated to d siairaux of R-o. Air hdrruirrs sirsli not be instdlled in attics unless in tae>t'h�,/ric.�l closet. ------------------------------------------------------------------------------- HVAC Controls 607. 1 SePdrdte r'eddlly dccessible radrrudl Or dUturndtic' thel'MOStdt fur edCh SyStern. 4602. 1 • CSS R-.i Goth sides. Common ceiling S f1 uor z; R- 1 i. ------------------------------------------------------------------------------- xx•xx'xx•rix•�x•x'x•x•�rxx•��xs�r�r�•x•#x•xx•��r�r�r�.��r�c•�r�rx•�r�r�r�rt�r��rx•��r��x•x�t�x•tx•x•x•x•tx•x•x.�x:x•x•rt�x•s SUNNER CAL CUL ATIONS x•x'x•xx•��rx•s•x'x•�c'.tt'x•X'�t'�t'�'x'�t�t'�t'�C.y'�t'x•its•.�'X'�'�1'�t'�'x•.1�'�'�'.1t.tP�'�1'�'�tx'�►'�!•.�1'3'�Y�t'x-X'�kx•�t'�t'st•x•�t'x•s•tr�t'�'x•x'x•.t�':r x•x�'t�tx BASE __= J =_= AS-BUILT GLASS---------------- J ------------------------------------- ORIEN AREA x 63PH = POINTS l rxPE SC ORIEN AREA or SPH x aC,F z POINTS NE 30.06% 55.8 1974.0 j DSL C1 R hE SO. C, 5y. ? .der i4 4 SE 20.00 63.8 1310-.0 j 06L CLR SE 26 G .% ', i SW 77.S0 65.8 1151.5 / 061 CL R SW .7. 0 179, i . 58 3i9.4 / 06L CL R SW 6. 0 79. 7 .64 303. 5 / 08L CL R SW 4. 3 4. ; W 75.00 65.8 987.0 f 06L CLR W 13. 41 NW 65.00 65.8 4277.0 f 06L CL R YW 35.0 57. 7 .a Y i4'04. 7 j 08L CL NW 36 .0 5?. . 4 1434.0 . 15 x- COM% FLOOR j 7-u"TA1 GL ASS = AOJ. r' 61 ASS - AN GZ A3,3 / Oi ASS AREA AREA FACTOR POINTS PO it TS f r i)INTS ------------------------------------------------------------------------------- . 15 1,15..00 147.50 1. l 2 9, .705.50 11,,1:'0.24 f oGi.6• iYOrY k1ASS------------ j - --------------------------------- AREA x 8SPN = POINTS l TrIFE R-VAi-'%E ARI.--A r Sr:H POINTS ------------------------------------------------------------------------------- WALLS---------------- / Ex t 960.L% . 9 8S4.0 / E,rt Wuud Fr'd to 1 i. J Yoc c1 i. 'r:% 1632.0 Adj 245.0 . 7 171.5 / Adj Wood Frdme 11. C, 245.v . ..4, C1OORS---------------- f Ext 21.0 S. 1 128. 1 / E,r•t Wuud 21. 0 6. i i% ;28. 1 Adj 19.0 2.4 45.e / Adj Wood 19. 0 J CER MM3------------- J UA 1153.0 .6 0'97.8 J Under Attic 30. v i26 >. C% .o•: _7.8 J Under Attic 19.0 1617.61 1. ;6; 95. . f FLOORS--------------- f SIL 173.0 -37.0 -5401.0 / SIdG-011-Gr•dde . 0 i.73.0 4 1._ INFIL TRA TION--------- f 1152.0 6.0 9210.0 / Prdctice 12 i 152.J 8.00, 4270.0 TOTAL SUiYiYER PDIIYTS -----�------------------------------------------------- 16,08S.24 J ;2,576. 79 TOTAL x SYSTEM = COOL LNG / T07A1---.r CAP ,r DUCT .r SYSTEM-x O •E4 i T P T --_--- Dvi ih'c:� Slily PTS HUL T POINTS / CONPON RATIO NUL T Hui i Nut 1--------------------------------------------------------------------------------- 7o G66.24 .3+' 5, 951. 91 / 12, 576. 7-9 1.00 1.0.70, 3119 7.000 4.291 84 ttttttttttttttttttttttttttttttttttttttttttttttttttttttY'tttttt�t.n'xxx'tx'x"X'x�!'x'xxxttt WINTER CAI CG'1 ATIONS tttttxttttttttttxtttttttttttttttxtttttttttt�rxx�tttttx'tt#tarxrxtrrxrxrr. *tx:r$xjr$$t -_- 6ASE ___ / --= AS-BUIL T -_- -------------------- GIASS---------------- f ORIEN AREA x 6WPN = POINTS f TYPE SC ORIEN AREA r WPiY r wr Pu""iiYT S -------------------------------------------------------------- ----------------- irE 30.C%C% -16'.6 -318.0 f 061 CL R NE 3v.0 4. 6 i. .� i'r' i -i SE 20.00 -rC%.o" -272.0 J D61 Ci R SE 261. 61' w i .5'0 -;0.o' -163.5 J OSL Ci R Sw f 4.761 CIR Sw 6. 0 -2L. . f D61 CLR Sw 4. 5 -2.. , -. > 39.4 w i5.0%0 -r0.6 -159.0 / 061 CLR w 15.C% -9.� 5. -78.2 nw 65.00 -10.6 -689.0 f 461 Cl R Nw 35.0 4.6 i 2C%4. 5 f 061 CL R Sw 3C%.%% 4. 6 i. 3 > --------------------------------------------------------•----------------------- . 15 .r COMO. FLOOR / TOTAL FL ASS - ADT. GLAS3 - A4J GI ASS / ai HSS AREA AREA FACTOR POINTS POINTS f :CITIVU U . 15 i, 152.00 14 7.50 11. 7 172 -1, 563. 56, 33i.6,6 J : . -------- -------------- IYON GiA33------------ f AREA r 8 PN = POINTS / T YF'E R-r-Ai UE AREA r Wr""ii -• �OINT�" ----- WALLS---------------- Ext ---------------E.rt 90'0.0 2.2 2112.0 J E,r't' wood Fi'�iiie r i.C% 96J. 0 Ad'j 243.0 3.6 882.0 f Ad'j wood Frdair r i.J 245. J DuORS---------------- J Ext 21.0 r2.3 258.3 / Ext wood ?i.i% i2. Ad'j 119.0 l i.5 218.3 J Ad'j Wuud J CER h GS------------- J UA 1153.0 1.2 1383.6 f Under Attic 30.0 i2613.C•% -r:% i443.0' f Under Attic 19.0 6.7.6, f FLOORS--------------- J SLG ;73.0 8. 9 1539. 7 f Slab-on-GPdde .0 173. 0 13.,50, 3252.4 J ' INFII TRATIOiV--------- ;152.0 --------i152.0 7.4 8524.8 f PI'dctice l'? i i 32.C iC% g;,- TOTAL ;,-T OT AL WINTER PO"INT S / 73,087.22 f i v,3v 3, r 3 TVTA[ r Si STEN = HEA UNG / TOTAL r CAP x DUCT x SYSTEn .r CREDI' - ,•iEATiNa W N PTS iYU! 7' POIfYTS J COiYPON RA TIO IYUL T iYU1 T H i T POINTS ------------------------------------------------------------------------------- 13,0,67.22 .55 .+, 19.7. 97 / 18,343. 13 1.00 1.070 .466; r.v"C%Ci Y,6,28.4 47 #�P################�C##.1tx•#x•�t'�t'##�t'�t'.�t'#fit'#fit'x'#.1C.1�'.X'�'Jt'y'##fit'#�t'x•#.1t'�C###�Y.1P�C�t't#�t#�t't�t#.i•t 7t#t#.k'#.#'fit'# WATER HEA i IiYs ########�'############.X'###################�►'####x•#####x•x•s•�'x•#x•x'##tx•�tx•#.r'r.t.�`x•#ar#�r##�r SASE ___ / -_= AS-BUIL r -__ NUN OF r' NUL T - TOTAL / TANK VOL UNE EF TAN r HUL i i OT AL 6EDn'rYS / RA TIC C HUl T ------------------------------------------------------------------------------- 3 3603.0 11,409.00 / 40 . 91 i.0010 #####+•#####�.i+�•!x'x•MSF•�###�##I.•M•#I###I.•#+•###########:�•###JJ•��i•x•�t#:~,F�#.5�,�#�• 1,'rY.r Y�-I I�#x RIKIYARY #x'#x•#####.1t'##fit"�!'.X'�•7�'x'#.it'####�'.1t'###�t'##X'#�'�'#�•X'#.7t',1t'#�t'#•�t'#t##1`#7''r w„�•�•#Y'.7t�.+'7C#J!'�!'Y•'r 7'•;•.t'##1 X•t•.U'7t'# -- BASE -_= f --- AS-6U i 1 T --- CO011Nd rrcATlNu" HOT WATER TOTA1 J COOLING HFA TING :;OT !'L71A1 POINTS t POI N!S t POINTS - P01 NTS f P-O NTS t .,'.IG r TS r' F•O1 h?;:' - C,i N i S 5951. 9 71 46.0 11+109.0 24, 558.68 J 4292.8 16,2 .5 i i OS4. 0 1±.353.33 # EPI• = 99. i,' # ENERGY GUIDE For detdiled infulwdtiun of the EPI rd ti ny number or for dny IrE,Y listed, dsA, your 8ui 1 der for EPI= 99.2 DCA Form 60OA-93 or Form 6'008-93 0 10 10 30 40 50 60 .70 80 90 i J� /---------------------------------------;i- Thr odximam d11owdhle EPI is 100. The lower the EPI the -ire hover RESIDENTIAL OVERGY PERFDRIYANCE RA i ING SHEET IrclY HONE PA UE Low Eff clr-nc.v n.yip r i(.'C1,eI/c'y SING L CL R 06i WIh'Doo S. . . . . . . . . . . . . . . . . . . . .Double Ciedr' f-------------n=---- --i INSULATION. . . . . . . . . . . . . . . . . . R-io Ceilny R-F•dlue. . . . . . . . . 30.0 R-0 Wdll R-'Old Iae. . . . . . . . . 11.0 /------------•-------- -i,' Flour' R-;.dlrle. . . . . . . . . ��.�� /��--'---------------- -% AIR CONOI'TIONER. . . . . . . . . . . . . 10.0 Sr:R SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 /-j��-------------------lr HEA rl NG SYSTE�Y.. . . . . . . . . . . . . 6'.S h3PF C Electric• H3PF. . . . . . . . . . . . 7.4 '----------------•--J WA TER HEA TER. . . . . . . ... . . . . . . . 0.88 Electric EF. . . . . . . . . . . . . . 0. 91 /-------h'-------------- 0. 54 ---------- -0. 54 ads cF. . . . . . . . . . . . . . 0.00 /-------------'-- --' --i 0. 40 d`, 301dr EF. . . . . . . . . . . . . . /---------------------- _r 0rHER FEA;URES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r certify thdt thaw erieryy sdvinq fedt-ur•es required fai• _ile Fluricid Erreryv Code have been illstdlled in this house. 6ui 1 der• —A Address: Si yrid tur e: =L�d tc Ak Ci tv/IiR Fl ori dd Erier'y v Code for 8vi 1 di ny Cons tr'uctlun - 1993 Floridd Depdrturerit of Community Affdirs FY -tFPi CARDq_ ENERGY RUME For detailed inforadtion Of the FPI rating nUMbel' or for any ITEH listed, ask your 6ui 1 der for EPI= 99.i LSCA Form 60OA-93 or Foyer 6008-573 0 10 10 30 40 30 60 70 :70, 70 r:V --------------------------------------;s=j T he ad., MU N i l VNaCl e EPI i Z; 100. The lower the EPI the rice, d e r`i c 'eel i i ire 'Ofile Rc'SIDE y rrAi ExERa"Y PERFORMAI E RAI-MO Sric c 1 ITEN HOHE ;'A1UE low Effic'ieli y Hiyil E!`itcitriC,✓ 31HGL Cl R WING'TOWS. . . . . . . . . . . . . . . . . . . . .00able Cleer' /--------------.1-------j IrYSU1 ATI'0,Y. . . . . . . . . . . . . . . . . . Ceiling R-Vdlue. . . . . . . . . 30.0 J--------------------%+ i R.-0 :•'- Wdll R-value. . . . . . . . . 11.0J---------------------A Floor R-VdIUd. . . . . . . . . 0.0 Jh'--------------------i AIR cotvoITIOrYER. . . . . . . . . . . . . 761.0 SEER r V SEER. . . . . . . . . . . . . . . . . . . . . . 10.o J-a--------------------- HEA Tl*,YG --------------------HEAT1lYG SYSTEri. . . . . . . . . . . . . . Electric HSPF. . . . . . . . . . . . 7.4 J--a'------------------i WA TER IYEA TER. ... . . . . . . . . . . . . 0.88 0. p6 Electric EF. . . . . . . . . . . . . . 0. 91 J-------x-------------J 0.54 c J Gds EF. . . . . . . . . . . . . . 0.00 J--------------------- 0.40 o"C% Solar EF. . . . . . . . . . . . . . J------------------------ 0 rHEA' -------------------0rHEA' FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify thdt these 'every,✓ sd✓tng fedtures required for the Flol'Aiv E,rvrgy Code have been lastdlled in this house. 6ui 1 der AcAlless: SIgIldtdl'e. i dt:e. Citylzlp Fluridd Everyv Cove for building Construction - 1993 Fluridd Gep,?r talent of Coallauntty Affairs F1'c"r' CAR093 RIGHT--J LOAD AND EQUIPMENT suYiYARY 7- For. THROWER CONSTRUCTION 4587 HISTORICAL TRAIL COVE JACK30MI L L E Fi 32216 (904)o42-3909 Sy: AIR &VOrNEERS, INC 10947 SEACH 8L ;-'O. JACKSONM L E FL 322 i o (904)S41-2333 PI d rr 1152 Sq. Ft.. 1rtI�1` ,iduA'sunviiie- AP Fi Zone wrwrER DESIFirY CONDI TIONS 3ZINNE R OESian Outside db: 32 Deg F Outside dl): ^,; O'esi r' Inside db: 70 Deg F Inside cib: iic•c, r Ods i gii 70: 38 Deg F Od i l y Rd lige Rel. Hilift. Z;I'd I lis fia L er i• r rrEATTNa SUNNARY SEhSISl E CO&RVO EivUIP L OAi% SI dg. Hed t toss 24 972 Stuh S tructare 2273;• Si uir aentildtioii Ali, 100 CFM 61111a SLrrh rent Air Loss 4180 Stull Design Temo. Swi i,y 3.0 Dr'u r OdSiyn rled t L vac/ 2913'2 Stuh Use rYfy. Od td y Ra te/SWi iiy Hul t. i.6k; 7UtdI Sens Equ1p i udu' 2GS4'>' Sl uir INFIL TRA TION LATENT COOL INa EvUIP LOAD S Ziira Const cud d I Fir%►laces 1 Intei•ndl E'idiirs i35i S,`ui, F'e'ntildtioll 33s SLci1r HEA TINE COOL INF iiifill'i'dti urr 2564 Siuii Ai-ea (SQ. ft.) 1152 1152 Tot i d telit Equii udu ?o o"tori, Volume (cu. ft.) 9210 921x' Air Chdiiyes/Hour 1.2 0.5 TvtdI Equip i.oau' 32iL 5 Stub Equivdlerrt CFiY i85 7 HEAT NG E49WRIYErYT SUNHARY COOL I%vu Ecu Pii&i Nang L eniiox Hdh'e L ennvx Rode] C2231-6240.1 Nvv'el IOHP-30 7:vpe AIR HANDLER T,✓Fe HEA T FUNT Ef fi c l eric,✓ / HSPF 7.4 CO,a EER/SEER Hed tiny 1"apat• 0 Stull Sensible Cuoi l tm, 2ti i i%�% r'L Hedtiiiy OiitpVt 0 Stuh i d tent COul illy SSvr'% Siuii Hledtiny Te*p Rise 0 Deg F Tutd1 Cvvl r,y 3G>c ;Lui, Actual i'iedtiiiy Fdii 1000 CFN Actad I Cvoliny Fn•„ Htg Air Flow Factor 0.046? CFH/Siuii C19 Ari, Flow Fdctur c.%.r,•: i i'r"ri'i0L4L.' Spdc:d Theraivsi:dt 1 udd Sans Iic-•ui 2323.:'.'� _ , Printout eerti fieri by RCCA to ,deet dll requireate„L- J/ ,idlludl FL•,,r, .; RIFHT-J CALCULATIOtY PROCEDURES A,S,C,D Job Y: Pl da 113? Sq. Ft. Procedure A - winter' Illfiltrdtion HT,Y Cdlculdtiunx ----------------------------------------------------------------------- J 1. whiter Infil trdtion CFH l i.2 AC1 R r 9210 Cu.Ft. x 0.016" S5 imcW j J 2. white/' Ilifil trdtion Stub j / 1. i r 185' CF,Y 'k 38 whiter 70 j S. wi„tc/ Ilifil t!'dtiuli HTH r J ':2iI Stab f 188 Totdl wi,idow = %.2 HTi/ / & Cool' Ared i Fvocad'ure 6 - Sunller I'lifiltrdtioll HT,Y Cdiculdi'lOW' -------------------------------------------------------------------------- / 1. Simmer Ilifil trdtion CFN 9216 Cu.Ft. r' 0.016.7 i J / 2. Suaiuiel• Infiitr'dtlun Stub f i. i r Tr' CFiY r 19 Suililaer TD - 'o08 Stub ; / S. Suftler In f i l ted tiui HT,Y / 1608 Stub / i88 Totdl Wildciw - a".e HTH / & Door Ared------------------------------------------------------------------------ / Frocedure C - latent Infiltrdtion Odin l 0.08 x' 49 yr.diff. x .77 CFH - 2564 Stu, ----------------------------------------------------------------------- Procedure D - Equipment Sizing-1 odds ---------------------------------------------------------------- ------ / 1. Selisible Sizil,y lodd / 1 / Sensible Ventildtioll Todd' j / 1. i r 100 rent.CFrY x 19 Suramel' TV = 2090 Si.u;, J / Sensible 1odd for Structure (1iue 79) T 22739 Siuh j / Sera of Velltildtion and Structure Lodd's = 24629 St L.6 / j Rd tAy d lld Teaiperd tune Swing Hal tipl ie r 1.00 n'sl E ui praelit Sizing Todd' - Sensible 2� %9 / y � 36_ 8t:rir / 2. intent Sizing lode j J Ldtelrt Ventildtio,r Todd / 0.68 x 100 Velif.CFr`i r y 9 yr.ul f f. _ i 3s St. vil / Interrsl L odds - 230 x o' No. people i u1r l / II1 fi 1 tr'd tion 1 udd Flora Procedure C 2504 Sl uJ, f / Equipment Sizing Todd - ldtent - 6tu%r --------------------------------------------------------------------------- �Contitrcrctiur Quality is: d NO. of Feint ;... . _ %': Job I': Fldn 1152 Sq. Ft. Ione: --I;-94 ----- iYANUAL J: 7tl) Ed. ---- RIGHT--J: Vt. ;•2 ---- TR291.? --- Pave ; ---- f 1/ Nome of Room / Entire House / W110le He u�r J f 2/ Runni ny Ft. Exposed Wd1l / 173.0 Ft. J ' 7.s. v Ft. / / 3/ Roca) Oiatensions, Ft. / I 1 i S�. .r . . L% Ft. J / 41 Cei l nys,Ft / Condit. Op ti oul .S.0 1 ,` S.0 f hV y Z.A.vol 1 �--- Tir''E OF f-fCSi f---h7N f A/•ed �----7tuh -�-rri c_t-�----r-..L, -----J / EXPOSURE f INO. Mly fCly JLefiythl HL'y / Ciu 11rir��i�1 iil i C;y 1 ----------------------------------------------------- 51 ------------------------------------------ --51 &i0,5S Id/12CI 3.41 2.01 96.01 rrtt r r rte• r I I E.rposed IbI14CI 2. 91 1.21 01 .xrtt i err+ I / WdIIS drru' IC 13CI 1.41 1.S/ 2451 I I Fd/'t�tronS ldl / 0.01 0.0/ C%I .tttr J trr.r i t;I .w.r+.» txtt i l / /r! / 0.0/ 0.0 Jf ttxx I #x ' ,r �;1 wt, ,• ,r�w f, l I lf/ / L�•C'/ L'•��/ f,r/ .rttt l I-------------------------------,'------------- -----;f----_'- ------- // 1 61 Witidoozi Idl 3C127.61 �rx / 1331 36501 1 %:J/ _i;)ji:i -.r1 I I S Glass lbI 3C/27.61 I rs./ 473/ I I C'VuiJ nty• ICI r / ! ldl 10.0/ xt i 0/ 0/ I l lel l 0.0/ 1-------------------------------/--------------------1---- ----- --- -----; / 71 WhiLlows J ivof,th 123.0/ 361 tttt 1 So31 rYEdiYWi 931 'l d aIdSS / fj1.0f rttt i vdr �r :3/ .�•.rx :r .�-vjr Oours CI y. I EX Al 172.01 ljl 11,11"t i ;VC,(.%,` j r' I!..<. .. •r` i i3Li� I l 1 SECSW / 6).0/ 0/ tttt i v,r I l / South / 0.c?/ OJ x'.txjr I 0,/ ,' l l f HurZ / U.01 c%f ssxx" i 6;1 I-------------------------------1------------------- --------•-------•--- 1 SJ Othi- dOu/'s 14 100117.5110.41 10011. .5/10.41 21 f 36,71 2161 :i f ;• .'r °;8f l i lb/100/17.5110.4 f 191 3321 ;ws1 ;Y/ %f i 4'S; % 9/ Net -------)d/12CI 3.41 2.011---7921 2707/ 1c10,,---,.YLj l / E.rpo'!ied IbI14C1 2. 91 1.21 -191 -54/ -'-/ -i � I I WdI1S d/!d IC/13CI 1.4/ 1.3/ 24j/ 33;I / / Fai'tl ti wi5 /dl l o.0/ 0. / I lel l 0.0/ 0.0/ 0/ Olt 0.0/ 0.G/ o/ 0/ /---------------- ---- ---- ' 11G1 CeiliifyS Id176F/ 1.41 1.0/--12031 1,7 71 i96 ^1----`- - ----Yoef 0-1 ;20 ;. .. 1 1o01 2.01 2.3/ S:''/ 1:5 J( ;931 S:'I 177/ FIVIJ/',�_____fd/ZZAIJL7.8I-it; ,�___/ 'Jf--5.J25,`--777`'''7---. i I ! W r 901 1.0/ 0.01 -/ ��/ c�1 i,` ;' 0/ / I /C/ / 0.0/ 0.0/ o/ 0J /121 I/ifilbdtioii- d 141.21 8.61 /-33/ ':r2ti/ iaCLSi - --------------------- -- 1131Sobtut Stuh Lvss-6f . r11 i•121 tttt / 227021 let-t.' fr tlrtr " " -% 1141 Oucl cstuli Loss 1 10x'I 22:0/ x rtt / rii.ul Z: :C)1 x•'t" 1751 Totdl Stuh Loss - UiN / tttt f 249/21 *+zar / xt:t. 1 ;?4 %f tx►.w 1161 I•/it. OdIns. -People-F- ---�`I`1l-----61 jrtart-i i<=r;%Cid-----;;�- r,r-., I / App 1. 0 12001 51 1111 / oc>Gti; .i/ x r'•" i 1771 Sub tut RSH LYdinz78. . 11211�f- -rtr$ t*#t 6'6.' 'I tr*.r x.+x• , lls/ Ouot Stith udI/i rt• ! 1791 %Vtul RSH adin = 17,L;81 txt.r l .r.rt+ i _ "i ,r� .•. + r�, ;. r HARM J: 7th Ed. RIGHT-J: V1.72 TR2913 RIGHT-J WINDOW DA M Job 1: Plda 1152 Sy. Ft. ?-2i-9•. W S D W G L S S 0 N A S 0 a w C w 5 N K I A 1 0 T H V G N H p `r' H H ir' H D Y R L A W R A H L G C R R a i i A W L I E lY D G 1 L 0 h' Y i /Y R R Whole Howe d h se d c: /I A /I y 2 90 ;.0 1. 3 0.0 i.L os. C% J 2cr.V • /I s w d G /I II /! y 2 90 1.0 1. 5 6 .C% i i?. 5 d /I lie d c /i /i n y 2 90 1.0 1. 3 C.0 ;. 0 51. 0 -. G 0.0 d ii /rw a c ii /I n y 2 90 1.0 1. 5. L%.17 ;. u 5;. 0 6 5. v V.v" L� /I w d c /I li n n 2 90 1.0 1. 3' c%.0 ;.0 ?2.0 MAP SHOWING 13OUNDARY SURVEY OF THE WESTERLY 10.00 FEET OF LOT 1, BLOCK 65, TOGETHER WITH LOT 2, BLOCK 65 (EXCEPT THE WESTERLY 20.00 FEET THEREOF) , SECTION "H", ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA vo 'T o � T�► jel a 011 i 0 � ►� N� � � r oa l J 01 ' 1 9 d' `* y 6 ~d p� �'� • C<T is J` ♦o.oe �•..eo � �1P•.a' N A7uKEP 400, bCrbO The property shown hereon lies in Zone X (outside the 500 year flood plain) as determined ! from the Flood Rate Insurance Map, City of Atlantic Beach, Zjq=L4a.. qupgtu�.�ty Anel TRUSS SPECIFICATIONS FOR WESTimTH 957182 951182- -FRANK THROWER TRUE TRUSS INC. The numbers listed below are a list of truss specifications for the project named above. The engineer's seal on this index sheet indicates acceptance of professional engineering responsibility, in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 2111-23, for each component design only. DRAWING NUMBER DATE USR732 95339504 12-05-1995 USR732 95339505 12-05-1995 USR732 95339506 12-05-1995 USR732 95339507 12-05-1995 A PSP R D USR732 95339508 12-05-1995 ® OF 0' NTIC�1eACN USR732 95339509 12-05-1995 USR732 95339510 12-05-1995 USR732 95339511 12-05-1995 USR732 95339512 12-05-1e5 USR732 95339513 12-05-1995 r USR732 95339514 12-05-1995 USR732 95339515 12-05-1995 DEC 1� USR732 95339516 12-05-1995 USR732 95339517 12-05-1995 USR732 95339518 12-05-1995 USR732 95339518A 12-05-1995 .��r'r`��';��,`• f tip',�+��"�~�~� ~l�'�lSaeo c976Lt�Y1 '6" rn r- v 0 m m T T30 T31 3'B' OGD SPACING FACE TO FACE. 3 TIE �•z•e Ln TLn 11 29 co T8t v v TZ Lo T2 THROWER 951lB2 14'E3" ►�-• 13'4" --�--� 32'6" Job: 732 (951162--Frank Thrower WEST 7TH 957162) / T2 13'4" Common THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 300 300 c WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 13.04 (n TRUSS DESIGNED FOR 110 MPH WIND• 15.00 FT MEAN HEIGHT, 33 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . lI TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED ' w WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. Iu A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. HANDLING STRESSES HAVE NOT BEEN CONSIDERED FOR THE PLATE SIZES SHOWN ON THIS DESIGN. SPECIAL CARE IN HANDLING OF THIS TRUSS IS REQUIRED BY TRUSS MANUFACTURER AND INSTALLATION CONTRACTOR TO w PREVENT PLATE DAMAGE. w to Ln 0 C3X4 c*t co 6 p _ C2X4 (A1) C2X4 (AS) 4'3 C2X4 rl _ 6-6-0 _�_ 6-8-0 ,�"'—Q-0 13-4-0 -- — -- 13'4" OVER 2 SUPPORTS R=605# W=3M8 R=605# W=3"8 Seq: 12885 PLT. TYP.- CLARY-V2 DESIGN CRIT TPI OTY = 5 PLIES= I TOTAL= 5 F - - Rev 17.3s SCALE = 0.3750 **IMPORTANT(* CHARY OIYISION DF ALPII/E WARNINU—SES REQUIRE EXTREME CARE TC LL 20. 0 PSF REF 8732--92977 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND OLC.. ARY DEVIATION FROM THIS DESIGNORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSe BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE /�CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM DUIREMENTS, UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW USA732 95339504 1.1s1o"or AlplP A116 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER HMG E190....d Vro cts. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 00 PSF BY: DL D CONNECTORS PER DRAWINGS 130. 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOTTSI .L D. 37.0 PSF 2820 N. Greet Southwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S IENICAL UPDATE {7/1!911 FOP SUGGESTEO Grand Prairie. T%. 75050 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS DUR.FAC. 1 . 25 (214) 660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, I DESIGN TO THE TRUSS ERECTION CONTRACTOR. A--TPI " TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRICTION ISPACING 24.0" JOB: 732 (951182--Frank Thrower WEST 7TH 9571821 / T4 28' Stepdown Hip Girder THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N : T2 2x6 SP 01 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x6 SP d1 Dense UPLIFT (LB): 980 980 l= WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 27.71 W TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT, 33 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . .1 ENCLOSED OR FULLY OPEN BUILDING. W SPECIAL CONNECTION REQ•D FOR 448. 19 LB. CONCENTRATED LOAD. N TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. �0 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 0 HANDLING STRESSES HAVE NOT BEEN CONSIDERED FOR THE PLATE SIZES MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W 'SHOWN ON THIS DESIGN. SPECIAL CARE IN HANDLING OF THIS TRUSS IS W REQUIRED BY TRUSS MANUFACTURER AND INSTALLATION CONTRACTOR TO W PREVENT PLATE DAMAGE. Ln 0 to C6X12 C2X6 T2 CQX12 C2X4 >C2X4 3'10'3 6 C4XB(B3) C4XB(B3) =3 C X4 C8X8 C3X4 7-0-0 14-0-0 7-0-0 -0- 28-0-0 -0- 28' -� OVER 2 SUPPORTS R=2180# W=3"8 R=2180# W=3"8 17 Seq: 12887 PLT, TYP.- CLARY-V2 DESIGN CRIT TPI OTY = I PLIES= I TOTAL= I F - - Rev 17.3s SCALE = 0. 1875 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRUSSES REOUIRE EXTREME CARE TC LL 20 .0 PSF REF R732--92978 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7. 0 PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTM BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 10 .0 i CLARY CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW ,USA732 9 339505 V— 'l- A 0ivfs lan N Alu lne A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL O 0 PSF BY: OLD V 'ice Enyineerea Proaucts, Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD1 � CONNECTORS PER DRAWINGS 130, t5O 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.LD. 37 .0 PSF 2820 H. Great SOUthMeSt Pklry. CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED Grand Prairie. Tx. 75050 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .2 5 (214) 660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. s--TPI . TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ISPACING SEE ABOVE] Job: 732 (951182--Frank Thrower WEST 7TH 957182) / T5 28' Steptlown Hip THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP *2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 520 520 c WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 27.71 In TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT, 33 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATEI w WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. ru A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. HANDLING STRESSES HAVE NOT BEEN CONSIDERED FOR THE PLATE SIZES SHOWN ON THIS DESIGN. SPECIAL CARE IN HANDLING OF THIS TRUSS IS Ln REQUIRED BY TRUSS MANUFACTURER AND INSTALLATION CONTRACTOR TO w PREVENT PLATE DAMAGE. w to Ln 0 rn C5X5 C3X4 C5X5 C2X4 >C2X4 O 6 p r-N C3X5(Ai) C3X5 (AI) =3 X C3X6 9-0-0 10-0-0 9-0-0 -0- 28-0-0 -0- - - 28' OVER 2 SUPPORTS R=1148# W=3"8 R=1148# W=3"8 PLT. TYP.- CLARY-V2 DESIGN CRIT TPI OTY = I PLIES= I TOTAL= F - Rev 17.3s SCALEi2081875 **IMPORTANT*)( CLARY DIVISION OF ALPINE WARN I NGTRussEs REQUIRE EXTREME CARE TC LL 20.0 PSF REF 8732--92979 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND (CAL AR Y DEVIATION FROM THIS DESIGN On THESE SPECIFICATIONS. ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REND E CLARY CONNECTORS ARE MADE OF 20GA DALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF DRW USR732 95339505 0fr1A1—01 A103- A446 GR 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER �+ E"NlNmertO Pr00"ctL /"c TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION LY ATTACHED PLYWOOD SHEATHING. BOTT014 CHORD BC LL 0.0 PSF BY: OLD C.• CONNECTORS PER DRAWINGS 130. ISO C 1GOA-F. DESIGN STAND►ROS WITH PROPERLY ATTACHED RIGID CEILING-- SEE TOT.LD. 37.0 PSF 2620 N. Great 60Utnwest Pkwy. CONFORM M/m F.LICASLE PROVISIONS OF NDS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FDR SUGGESTED Grand Prairie, TX. 75050 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 (2tA( 660-3940 IN ONLY. AND SHALL NOT BE REL IED UPON 1N ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. W--TPI TFAJSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOCONSiRUCT1ON OD SPACING Job: 732 (951182--Frank Thrower WEST 7TH 957182) / T6 26' Stepdown Hip THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 510 510 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 27.71 cn TRUSS DESIGNED FOR 110 MPH WIND. 15.00 FT MEAN HEIGHT• 33 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED ' w WITHIN A 8.50' ENO ZONE FROM EDGE OF THE ROOF. N A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. HANDLING STRESSES HAVE NOT BEEN CONSIDERED FOR THE PLATE SIZES tb SHOWN ON THIS DESIGN. SPECIAL CARE IN HANDLING OF THIS TRUSS IS Ln REQUIRED BY TRUSS MANUFACTURER AND INSTALLATION CONTRACTOR TO w PREVENT PLATE DAMAGE. w LO Lp 0 v C5X5 C5X5 m C2X4 C2X4 0 6 p In C3X5 (AS) C3X5(Ai) —1.T 3 Cd-X6 C3X4 11-0-0 6-0-0 11-0-0 -0- 26-0-0 -0- 28' --- - - - --� OVER 2 SUPPORTS R=1148# W=3"8 R=1148# W=3"8 Seq: 18202 PLT . TYP.— CLARY—V2 DESIGN CRIT TPI OTY = I PLIES= I TOTAL= I F — — Rev 17.3s SCALE = 0. 1875 **IMPORTANT** CLARY OIIISION OF ALPINE WARN INGTRUSSES REDUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--92980 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND Cc�L. ARY DEVIATION FROM THIS DESIGNORTHESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF OATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST6a BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARARE MADE OF fvSeHon off A'PJ- A446YGRCONNECTORS 8EXCEPTAS NOTED. APPLYGCONNECTORSEEL TO'EEACHIFACESOF CHORD SHALL BE LATERALLYISE BRACEDWITHED. TOP PROPER BC DL 10 .0 PSF DRW USR732 95339507 Enpineeree F ...... Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY: OL ik V✓'^C-. CONNECTORS PER DRAWINGS 130, 150 6 16OA-F. DESIGN STANDARDS WIT"PROPERLY ATTACHED RIGID CEILING -- SEE TOT.L 0. 37 .0 PSF 2020 N. Great SOUthWeSt Pkwy. CONFORM w/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED Grand Prairie. TX. 75050 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 (214) 660-3940 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR, e--TPI - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING P4•0" Job: 732 (9511B2--Frank Thrower WEST 7TH 957182) / T7 28' Stepdown Hip THI5 DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. BOT CHORD 2x4 SP #2 N c WEBS 2x4 SP #3 HANDLING STRESSES HAVE NOT BEEN CONSIDERED FOR THE PLATE SIZES In SHOWN ON THIS DESIGN. SPECIAL CARE IN HANDLING OF THIS TRUSS IS 30 REQUIRED BY TRUSS MANUFACTURER AND INSTALLATION CONTRACTOR TO PREVENT PLATE DAMAGE. w N LP LU LU lD Ln O O) C5X5 C5X5 T r:�� m C3X4 C3X4 O 5 � LO C2X6 (Ai) C2X6(A1) =3 2X4 5X6 C3X4 C2X4 -0-�� 13-0-0 28-0-0 13-0-0 -0-� 28' _I OVER 2 SUPPORTS R=1148# W=3"B R=1148# W=3"8 Seq: 12893 PLT. TYP.- CLARY-V2 DESIGN CRIT TPI OTY = I PLTES= I TOTAL= i F Rev 17.3s SCALE = 0. 1875 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRusSES REDUIRE EXTREME CARE TC LL 20.0 PSF REF R732--92981 SHALL NOT DE RESPONSIBLE FOP IN HANDLING, ERECTION AND CAL.10.1-4f ARY DEVIATION FROM THISDESIGNORTHESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 Br TPI. SEE THIS DESIGN TC DL 7. 0 PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,/CLARY CCNHECTORS APE MADE OF 206A GALV. STEEL MEETING ASTM OUIRENENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 1 0•0 PSF DRW USS732 95339500 V AJ01- A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERE"HSneered oducts, Int TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF BY: OLD \ � CONNECTOR PER DRAWINGS 130. 150 C IGOA-F. DESIGN STANDARDS WIT"PROPERLY ATTACHED RIGID CEILING-- SEE TOT.LD. 37.0 PSF 2820 H. Great SOUthMeSt Pkwy. CONFORM N/APPLICABLE PROVISIONS OF NDS 9 TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED Grand Prairie. TX, 75050 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUNIS"A COPY OF THIS OUR.FAC. 1 .2 5 r (21A) 660-3940 IN 1W4,Y• AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. H--TPI -TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" Job: 732 (951182--Frank Thrower WEST 7TH 957182) / TB 28' Common THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 500 500 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 27.71 Ln TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED t,I WITHIN A 6.50' END ZONE FROM EDGE OF THE ROOF, ro A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. HANDLING STRESSES HAVE NOT BEEN CONSIDERED FOR THE PLATE SIZES SHOWN ON THIS DESIGN. SPECIAL CARE IN HANDLING OF THIS TRUSS IS Ln REQUIRED BY TRUSS MANUFACTURER AND INSTALLATION CONTRACTOR TO PREVENT PLATE DAMAGE. LO Ln 0 tO C3X4 C2X4 C2X4 v sp C3X5 (Ai) i C3X5 (A1) 3 CSX C3X 14-0-0 14-0-0 -0- 28-0-0 -0- �� 28' OVER 2 SUPPORTS R=1148# W=3"8 R=1148# W=3"8 Seq: 12895 PLT. TYP.- CLARY-V2 DESIGN CRIT TPI OTY = 3 P TOTAL= 3 F - - Rev 17.3s SCALE = 0. 1875 **IMPORT ANT** CLARY DIVISION OF ALPINE WARN I NURUSSES PEou1RE EXTREME`AHE TC LL 20 .0 PSF REF 8732--92982 BULL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND A R Y NF DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 03768 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RECLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTN OUIPEMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL CLA.1,31on 10 0 PSF DRW SR732 9533 509 y of AlP1na A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER Englneereo vr-oaocte, I— TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHINr, BOTTOM CHORD BC LL 0.0 PSF BY: OLD CONNECTORS PER CRAVINGS 130, 150 6 I6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE TOT.LD. 37.0 PSF 2820 N. Great SDuthwe5t PkNy. CONFORM W�APR,ICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE I7l1/90 FOR SUGGESTED Grand Prairie, TX, 75050 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 (214) 660-3940 1N ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. •--iP1 TRUSS PLATE INSTITUTE, NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD COMSTRA6TION SPACING 24.0" Job: 732 (951182--Frank Thrower WEST 7TH 957182) / T29 28' Common THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 dIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 500 500 c WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 27.71 Ln TRUSS DESIGNED FOR 110 MPH WIND. 15.00 FT MEAN HEIGHT. 33 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) , v RECOMMENDED CAMBER 1/2" AT MIDSPAN BETWEEN BEARINGS. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED w WITHIN A 6.50' END ZONE FROM EDGE OF THE ROOF. ry TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. LO HANDLING STRESSES HAVE NOT BEEN CONSIDERED FOR THE PLATE SIZES MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SHOWN ON THIS DESIGN. SPECIAL CARE IN HANDLING OF THIS TRUSS IS w REQUIRED BY TRUSS MANUFACTURER AND INSTALLATION CONTRACTOR TO w PREVENT PLATE DAMAGE. w Ln C3X5(R) C3X4 C6X6 m v r3 2X4 C2X4 n C X HS412 C3X5 (Ai) C3X12 (A1) =3 X6 C4X8 C2X4 4r— C2X4 r— C2X4 14-0-0 14-0-0 -0- 14-0-0 0-1 Ma 6-9-0 6-3-8 -0- OVER 2 SUPPORTS R=1148# W=3"8 R=1147# W=3"8 Seq: 18200 PLT. TYP.- CLARY-V2 DESIGN CRIT TPI OTY = 3 PLIFS= I TOTAL= F - - Rev 17.3s SCALE - 0, 1875 **IMPORTANT** CLARY DIVISION Or ALPINE A1P1nM: WARNINGTRussES REO1/'RE EXTREME CARE TC LL 20.0 PSF REF 8732--92990 SHALL NOT BE RESPONSIBLE FOR IN HANDLING• ERECTION AND CC.L.15%wof ARY NEDEYIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS• OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT 13RACING CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRW ,USR732 95339515 AAA6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 'e0uct a, Inc TAM AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF BY: OLD CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE TOT.LD. 37.0 PSF 2820 N. Great SOUtnweSt Pkwy, CONFORM W/APPLICABLE PROVISIONS OF NOS&TPI. AN ENGINEER'S TECHNICAL UPDATE U/1/911 FOR SGE UGSTED Grand Prairie. TX. 75050 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 (214) 660-3940 IN OLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. W--TPI TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATION FON WOOD CONSTRUCTION SPA C IND 24.0'� Job: 732 (951182--Frank Thrower WEST 7TH 957182) / T12 27.8" COMMON THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 500 500 c WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 27.38 In TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT, �o WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v RECOMMENDED CAMBER 1/2" AT MIDSPAN BETWEEN BEARINGS. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED* w WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. ru TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. �D HANDLING STRESSES HAVE NOT BEEN CONSIDERED FOR THE PLATE SIZES MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Ln SHOWN ON THIS DESIGN. SPECIAL CARE IN HANDLING OF THIS TRUSS IS w REQUIRED BY TRUSS MANUFACTURER AND INSTALLATION CONTRACTOR TO w PREVENT PLATE DAMAGE. to Ln v C3X5(R) C3X4 C6X6 m C 4 C2X4 c C3X6 (82) 2X4 C6X6 C3X12(Al) 6"3 5X6 4 (� 3 C3X8 C2X4 C2X4 13-8-0 14-0-0 -0- 13-8-0 0-11- 6-9-0 6-3-8 27'8" OVER 2 SUPPORTS R=1132# W=3"8 R=1139# W=3"8 Seq: 18211 PLT, TYP.- CLARY-V2 DESIGN CRIT TP OTY = I PLIES= I TOTAL= F - - Rev 17.3s SCALE = 0. 1875 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGT--'REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--92991 SHALL NOT BERESPONSIBLE FOR IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HI13-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 12/05/95 A PHY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREHENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 0LA.jv)qjpp 10 O PSF DRW USR732 95339517 I A101n A446 GR 13 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BELATERALLY BRACED WITH PROPER 0 .O PSF BY. DLO V E'91- d Proeueta, t"c TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL O CONNECTORS PER DRAWINGS 130, 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE i TOT.LD. 37 .0 PSF 2020 N. Great SOULRwest Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S TECHNICAL UPDATE 17/t/911 FOR SUGGESTED H " Grand Prairie, TX. 75050 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNM A COPY OF THIS DUR.FAC. 1 . 25 ' (214) 660-3940 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. W--TPI - TRUSS PLATE INSTITUTE• NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION SPACING _24.0" Job: 732 (951182--Frank Thrower WEST 7TH 957182) / T13 25'B" COMMON THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 tlIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 360 480 C i WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 25.38 u TRUSS DESIGNED FOR 110 MPH WIND• 15.00 FT MEAN HEIGHT• a WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED' w WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. ru TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ID HANDLING STRESSES HAVE NOT BEEN CONSIDERED FOR THE PLATE SIZES MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Ln SHOWN ON THIS DESIGN. SPECIAL CARE IN HANDLING OF THIS TRUSS IS w REQUIRED BY TRUSS MANUFACTURER AND INSTALLATION CONTRACTOR TO w PREVENT PLATE DAMAGE. LD Ln m C3X5 (R) C3X4 C6X6 cTt C3X4 v 5 p C2X4 r\ C3X5 G3X6 C6X6 X6 C3XB(A1) Ul 4 C 4 3 XB C2X4 C2X4 11-8-0 14-0-0 -0- 19-4-8 6-3-6 -0- 25'8" OVER 2 SUPPORTS R=1049# W=3"8 R=1073# W=3' 8 Seq: 12933 PLT. TYP.- CLARY-V2 DESIGN CRIT TPI OTY = I PLIES= I TOTAL= F - - Rev 17.35 SCALE = 0.2500 **IMPORTANT** CLARY DIVISION 01 ALPINE WARNINGTRUSSES REGUIRE EXTREME CARE TC LL 20.0 PSF REF 8732--92992 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND C L A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, DR ANY BRACING. SEE HIB-9I BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 10 .0 1 CLARY CONNECTORS ARE MADE OF MA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED• TOP BC OL 1 0 •O PSF DRW USR732 95339518 A OlriSIM gN AlP in AUB GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY GRACED WITH PROPER BC LL 0•0 PSF _I p1-- Enq_....g P Dd-tf. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BY: OLD `— CONNECTORS PER DRAWINGS 130. 150 G ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE TOT.LD. 37 .0 PSF 2620 N. Greg[ SOUtRWSSt PkMy. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED Grand Prairie, TX. 75050 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 . 25 ' (214) 660-3940 IN DR Y. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. A--TPI - TRUSS PLATE INSTITUTE. NOS- 2991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24•0�' Job: 732 (951182--Frank Thrower WEST 7TH 957182) I T45 24'SPECIAL THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 330 890 c: WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 19.71 N TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT, D WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED w WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. N A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: 0 THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS Ln HANDLING STRESSES HAVE NOT BEEN CONSIDERED FOR THE PLATE SIZES AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING W SHOWN ON THIS DESIGN. SPECIAL CARE IN HANDLING OF THIS TRUSS IS INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. W REQUIRED BY TRUSS MANUFACTURER AND INSTALLATION CONTRACTOR TO LO PREVENT PLATE DAMAGE. Ln Ln C3X4 C4X6 C3X5 v C2X4 6 C7 t\ C2X4 (AS) C5X6 C3X8 C2X4 C3X5(A1) cxi ..14 - 20' -�- 4' 14-0-0 10-0-0 -0- 6-3-B 24' OVER 2 SUPPORTS R=802# W=3"B R=1197# W=3"B PLT. TYP.- CLARY-V2 N R T TP TY = P - T TA = F - Rev 17.3s SCALE 180.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTmssE5 REOu1RE EXTREME CARE TC LL 20. 0 PSF REF R732--92989 SMALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND •Y (� A RY DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 1 C DL 7 .0 PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF DRW USR732 953 15 V-1,CC.L.-Stm Of Alpine AA46 GR B EXCEPT AS"DIED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER EnOlneereE Pr.Ku te. IM TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF BY. OLD CONNECTORS PER DRAWINGS 130. 150 6 /GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE LOUR. . 37.0 PSF 2020 N. Great SDuthWeGt Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NOS t TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED Grand Prairie. TX. 75050 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED WERE DRYWALL APPLICATION. FURNISH A COPY OF THIS (214) 660-3940 C. 1 .2rJIN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER NAT, DESIGN TO TIE TRUSS ERECT]pN•--TPI TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIDN G 24 D" Job: 732 (951182--Frank Thrower WEST 7TH 957182) / T31 28' Common THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 500 500 c WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 27.71 U1 TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT, 33 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . 11 RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. ENCLOSED OR FULLY OPEN BUILDING, THIS TRUSS MAY NOT BE LOCATED w WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. N TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. HANDLING STRESSES HAVE NOT BEEN CONSIDERED FOR THE PLATE SIZES MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. to SHOWN ON THIS DESIGN. SPECIAL CARE IN HANDLING OF THIS TRUSS IS w REQUIRED BY TRUSS MANUFACTURER AND INSTALLATION CONTRACTOR TO w PREVENT PLATE DAMAGE. LD a C3X4 C3X4 C3X4 m C3X4 v 6 p C3X6 HS C3X5 (Ai) C3X 412 CM12 (A1) 3 55 x El C X6 C2X4 C2 4X4 4 C3X8 14-0-0 14-0-0 -0- 10-0-0 3-7-12 8-0-12 6-3-8 -0- �- 28' -� OVER 2 SUPPORTS R=1148# W=3"B R=1148# W=3"B Seq: 12925 PLT. TYP.- CLARY-V2 DESIGN CR T TPI OTY = 2 PLIES= i TOTAL= 2 F - - Rev 17.3s SCALE = 0. 1875 **IMPORT ANT*M CLARY DIVISION OF ALPINE WARN I N&RUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--92988 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND OLC.. ARY NFDEVIATION FROM THIS DESIGNORTHESE SPECIFICATIONS. DA ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.O PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN COORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RECLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10.O PSF DRW USP732 9 339514 tv tllm PN AIOSne A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER �+ En9t^e"'o Wcs ts, int TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF BY: OL D CONNECTORS PER CRAVINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE TOT.L D. 37.0 PSF 2820 N. Great Southwest Pkwy, CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S TECHWICAL UPDATE 17/1/911 FOR SUGGESTED Grand Prairie, TX, 75050 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 (214) 660-3940 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. e--TPI TRUSS PLATE INSTITUTE, NDS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" Job: 732 (951182--Frank Thrower WEST 7TH 957182) / T30 28' Stepoown Hip THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2' N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 500 500 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 27.71 N TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT• 33 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . RECOMMENDED CAMBER 1/2" AT MIDSPAN BETWEEN BEARINGS. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED ' w WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF, ru TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. in HANDLING STRESSES HAVE NOT BEEN CONSIDERED FOR THE PLATE SIZES MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Ln SHOWN ON THIS DESIGN. SPECIAL CARE IN HANDLING OF THIS TRUSS IS w REQUIRED BY TRUSS MANUFACTURER AND INSTALLATION CONTRACTOR TO w PREVENT PLATE DAMAGE. cn R1 C5X5 C5X5 C3Xg C6X6 Lin o �C3X4 C2X4 �1 6 LO 3X4 HS412 C3X5(Ai) C3X12(A1) =3 Ixg C3X6 C2X4 C2X4 a C2X4 ( (� 13-0-0 ? 0-q„ 13-0-0 E �( -0-0 10-0-0 -'-3-7-12-'- 8-0-12 6-3-8 -0-0 28' J OVER 2 SUPPORTS R=1148# W=3"8 R=1147# W=3"B Seq: 12917 PLT. TYP.- CLARY-V2 DESIGN CR T TPI QTY = I PLIES= I TOTAL= I F - - Rev 17.3s SCALE = 0. 1875 **IMPORTANT** CLARY DIVISION OF ALPINE WARN INGTRUSSES REOUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--92986 SHALL NOT BE RESPONSIBLE FOR IN HANDLING, ERECTION AND (CAL. ARY DEVIATION FROM THIS DESIGN DRTHESE SPECIFICATIONS• OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7. 0 PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORW USR732 95339512 rvlslon or A10 1 A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER O O PSF BY: OLD •v Englnee�ee Proeucls. Inc TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. 807TON CHORD BC LL CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE TOT.L D• 37.0 PSF 2820 N. Great SOUtDWeSt Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEERS TECHNICAL UPDATE 17/1/91) FOR SUGGESTED Grand Prairie. TX. 75050 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY DE THIS OUR.�FAC. 1 25 (274) 660-3940 IN ONLY• AND SHALL NOT BE RELIED WON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. w--TPI - TRUSS PLATE INSTITUTE. NDS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRICTION SP ACG 24.0" Job: True Truss (951182--Frank Thrower WEST 7TH 957182) / T2B 28' Stepdown Hip THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) c BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 510 510 (n WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 27.71 m TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT. WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . w RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED ru WITHIN A 8.50' ENO ZONE FROM EDGE OF THE ROOF. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. m HANDLING STRESSES HAVE NOT BEEN CONSIDERED FOR THE PLATE SIZES MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. w SHOWN ON THIS DESIGN. SPECIAL CARE IN HANDLING OF THIS TRUSS IS w REQUIRED BY TRUSS MANUFACTURER AND INSTALLATION CONTRACTOR TO (D PREVENT PLATE DAMAGE. to m n C5X5 C X4 C5X5 m C3X4 C3X6 s O 6C' 1 C3X5(A 1) X13 HS4C3X12(A i) =3 X X4 4 t 11-0-0 6-0-0 11-0-0 -0- 21-8-8 6-3-8 -0- �= 28' OVER 2 SUPPORTS R=1148# W=3"8 R=1147# W=3"8 Se12913 PLT. TYP - CLARY-V2 TP TY = P = TOTAL- F - Rev 17.3s SCA - 0, 1875 **IMPORTANT** CLARY DIVISION OF ALPINE WARNIN�7 W --s REIRE EXTREME CARE TC LL 20.0 PSF REF 8732--92985 SHALL NOT SE RESPONSIBLE FDR IN HANDLING, ERECTION AND 0c'L.v)3lOR ARY DEVIATION FROM THIS DESIGN ORTHESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF OATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST58 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RECLARY CONNECTORS ARE MAGE OF 20GA GALV. STEEL MEETING ASTM QIIREIENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10.0 PSF DRW USR732 9of Alp HM A4A6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER EnglM ereO Nre"Act a, Int TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF BY: OLD CONNECTORS PER DRAWINGS 130, 150 6 IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.LD. 37.0 PSF 2820 N. Great SOUthWlSt Pkwy. CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S TECHNICAL UrOATE I7/1/91) FDA SUGGESTED Grand Prairie. TX. 75050 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.Fac. 1 .25 (214) 660-3940 IN OILY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR- OUR. R. "--TPI - TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION SPACING 24.0" Job: 732 (951182--Frank Thrower WEST 7TH 957182) / T24 28' Stepdown Hip THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT TOP CHORD 2x4 SP *2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 520 410 c WEBS 2x4 SP #3 BRG.LOC (FT): 0,00 27.71 w TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT, 7D WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . v RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED w WITHIN A 8.50• END ZONE FROM EDGE OF THE ROOF. ry TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. to HANDLING STRESSES HAVE NOT BEEN CONSIDERED FOR THE PLATE SIZES MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Ln SHOWN ON THIS DESIGN. SPECIAL CARE IN HANDLING OF THIS TRUSS IS w REQUIRED BY TRUSS MANUFACTURER AND INSTALLATION CONTRACTOR TO w PREVENT PLATE DAMAGE. w Ln T C6X6(R) C2X4 C5X8 cn C3X6 C2X4 O_ 6 (7 q C X HS412 C3X12(A 1) 1 C3X5(A1) 51X8 L_ 3 4 C3XB 2X4 9-0-0 10-0-0 9-0-0 -0- 21-8-8 6-3-8 -0- �� - 28' -� OVER 2 SUPPORTS R=1147# W=3"8 R=1147# W=3"8 Seq: 12911 PLT. TYP.- CLARY-V2 QESIGN CRIT TPI OTY = I PLIES= I TOTAL= I F - - Rev 17.3s SCALE = 0. 1875 **IMPORTANT** CLARY DIVISION DF ALPINE WARN INGT�SES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF 8732--92984 SHALL NOT BE RESPONSIBLE FOR 7N HANDLING. ERECTION AND CLC..V1.1- ARY NFDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN COORMANCE WITH OST88 BT TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20SA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 .0 PSF DRW USR732 9 339511 V-- of AlPene A446 OR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER V Eng1 .e d Proeucts, i"c TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. 8077004 CHORD BC LL 0 .0 PSF BY: OLD CONNECTORS PER DRAWINGS 130, 150 L 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE TOT.LD. 37.0�.25 PSF 2820 N. Great SOuthweSt Pkwy, CONFORM M/APPLICABLE PROVISIONS OF IROS 6 TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/91! FOR SUGGESTED - Grand Prairie. TX. 75050 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 (214) 660-3940 IN ONLY• AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR"--TPI - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTFXIC TION SPACING 4,D�� Job: 732 (951182--frank Thrower WEST 7TH 957182) / T37 28' Stepdown Hip Girder TDP CHORD 2x4 SP 02 N : T2 2x6 SP #1 Dense: 2 Complete Trusses Required _ BOT CHORD 2x6 SP #1 Dense c WEBS 2x4 SP #3 : W5, W7 2x4 SP #2 N: 1n NAILING SCHEDULE: (IOd box nails) D TOP CHORD: 1 ROW @ 16" o.C, w SPECIAL CONNECTION REQ'D FOR 562.47 LB. CONCENTRATED LOAD. BOT CHORD: 1 ROW @ 16" O.C. N WEBS : 1 ROW @ 4" o.c. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS to UPLIFT (LB): 910 940 IN EACH ROW TO AVOID SPLITTING. �] BRG.LOC (FT): 0.00 27.71 (1) 1/2" bolts MAY BE USED FOR 2 10d box nails ON W TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT, THE BOTTOM CHORD ONLY. W WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . W ENCLOSED OR FULLY OPEN BUILDING. PROVIDE FOR 1/2" HORIZONTAL MOVEMENT AT ONE SUPPORT. Ln A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. RECOMMENDED CAMBER 1/2" AT MIDSPAN BETWEEN BEARINGS. W MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. HANDLING STRESSES HAVE NOT BEEN CONSIDERED FOR THE PLATE SIZES SHOWN ON THIS DESIGN. SPECIAL CARE IN HANDLING OF THIS TRUSS IS REQUIRED BY TRUSS MANUFACTURER AND INSTALLATION CONTRACTOR TO PREVENT PLATE DAMAGE. C5X6 (R) C3X12 C3X4 T2 HS512 C2X4 W5 C3X4 m 6 D � C3X4 HS612 C3XB (F9) V)C3X5(A 1) X12 C3XB (F9) 4 3 4 p C3X4 C4X12 C2X4 L� 7-0-0 _,_ 14-0-0 _, 7-0-0 J t 21-8-8 6-3-8 ®I 2B' _) OVER 2 SUPPORTS R=2126# W=3"B R=2192# W=3"B Seq: 12919 PLT. TYP.- CLARY-V2 DESIGN CRIT TPI OTY = I PLIES= a TOTAL= 2 F - Rev 17.3s SCALE = 0.2500 **IMPORTANT** CLARY DIVISION OF ALPINE WARNINGTRDSGEs REWIRE EXTREME CARE TC LL 20 .0 PSF REF R732--92987 SHALL NOT BE RESPONSIBLE FOR IN HANDLING. ERECTION AND OC.L. ARY DEVIATION FROM THISDESIGNOR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS INCONFORMANCEMITN OST98 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .(0 PSF ORW USR732 95339513irlslan of A]P1ns A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL O V PSF Ens" '-I Prs -"' T- IRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BY: OLD CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE TOT.LO. 37.0 PSF 2620 N. Great SOV CIIMBSL Pkwy. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE (7/1/911 FOR SUGGESTED Grand PrairlH!. TX. 75050 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 (214) 660-3940 ]N ONLY. AMC)SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. W--TPI - TRUSS RATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING SEE ABOVE Job: 732 (951182--Frank Thrower WEST 7TH 957182) / T9 10'4' COMMON THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 bIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 250 250 c WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 10.04 In TRUSS DESIGNED FOR 110 MPH WIND, 15.00 FT MEAN HEIGHT. �D WITH DEAD LOAD OF 7.00 PSF (TOP) AND 10.00 PSF (BOTTOM) . TRUSS DESIGNED WITH EQUAL LENGTH PANELS UNLESS DIMENSIONED. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED w' WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. ry A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. HANDLING STRESSES HAVE NOT BEEN CONSIDERED FOR THE PLATE SIZES SHOWN ON THIS DESIGN. SPECIAL CARE IN HANDLING OF THIS TRUSS IS CD REQUIRED BY TRUSS MANUFACTURER AND INSTALLATION CONTRACTOR TO w PREVENT PLATE DAMAGE. w Lo Ln 0 C3X4 m a-H tU 5 F,;--- - C2X4 (A1) X4(AI) 4'3 1 2X4 t 5-2-0 �_ 5-2-0 B' 2-0-0 10-4-0 T 2-0-0 1 10'4" -) OVER 2 SUPPORTS R=494# W=3"8 R=494# W=3"8 Seq: 12897 PLT. TYP.- CLARY-V2 DESIGN CRIT TPI OTY = 2 PLIES= 1 TOTAL= F - Rev 17.3s SCALE = 0.5000 **IMPORTANT** CLARY OIYISION OF ALPINE WARNINGTHUSSES maul Re EXTREME CARE TC LL 20 .0 PSF REF 8732--92983 SMALL NOT BE RESPONSIBLE FOA IN HANDLING, ERECTION AND A R Y DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/05/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CLARY CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRW USR732 95339510 0c'L. friefon of AIP1ne A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY 9AACE0 WITH PROPER Engfneerea Prowcte. f�c TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 0 PSF BY: OLD f w= CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE TOT.LD. 37.0 PSF 2920 N. Great SOUthwest PkWY. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S TECHNICAL UPDATE 17/1/911 FOR SUGGESTED Grand Prairie. TX, 75050 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 (214) 560-3940 IN ONLY, AMD SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. •--TPI TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0 x MAP SHOWING BOUNDARY SURVEY OF LOT 1 , BLOCK 65 (EXCEPT THE WESTERLY 10.00 FEET THEREOF) , SECTION "H" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA Ct o 4 O, �... ' Pe 1101, 7 r ° j e! A h 1 0 J • ►i , � �1 v a � �' cr r O 1 ++ 1 J � 0 s '7 &moo 9-T 4vr L6 T The property shown hereon lies in Zone X (outside the 500 year flood plain) as determined from the Flood Insurance Rate Map, City of Atlantic Beach, Florida. Communitv Panel ` s k � t v 9 t 1 {/ 12 / lV'J \• / a • / .4 +�