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Permit 1431 Jasmine Street d ' BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Building Contractor: /�0,-7L /o � � C- Building Permit Number: l )'D"73 Address: 1431 Legal Descripti ���T1G� 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 Lowest Floor Elevation: //yam required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire Public Works Planning Building ADDP.E5S 1-4)3 EUILDING PERMIT NUMBER INSPECTIONS: FOOTING /r UNDER SLAB PLUMPING SLAB FRAMING /r __-- COVER-UP INSULATION- FINAL BUILDING /� 5 CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # aso� /, 6 TO 1 _ INSPECTIONS ROUGH � � FINAL ME.HANICAL PERMIT # PLUMBING PERMIT �-5� ?30TES >c31 �Jti-sm tF^,lF .fir { Nj M + I ! ! { 5 . =moo CACI ELIA ! T ET ! FW4S— rF ly-Tr S^pson Strong-Tp ua)r.wu a — r.tluus qq11p.1 yyi1�ppGp����pry��gy�.�/VIIII.VM/ 1 R/VY KWSpVIVJW4111fO OR fO 5IW50N wALOGIt FORo COMPLET INSfA.LAWN C"VEM5. *P�PROVEDCITYOE ATLANTIC BEACH /;Q 70 C"4"'+^'cgl«. ALL N&5f00E 5Ur''�I.ED6Y6UL ck. EUII_UING OFFICE c.c11 U1 rs,z U2 y 1W &- 1ACK5MY 1WICAI.LW55NMV �4� �iW5 LAYOUT 15�ttENt7ED FOK U5EJUL 18 1996iiA5 A(.�U fO IX65 PLACEMENf - 799�yu� /7nLOCATION OE COWCfR5. rMW fO ENWeITO RAWWG5 FOt;I' omflw5t�.ACEMENf"I OMOWf"VN �uI��Ii1g an(� ZOn'l�lg �Y,.u,� W-aW G II�WMPLI L iIW5E5. aF 1111.•m K a..il[,I.1 a.K a.n.c5510-ro[rus.r..c.sr.s.-I I-- � ONv1F2cn _1 W V �Ul 1ivl"wlu. 0 NoIn4 z 0 x Hal I I I I I a Z' m SHAFFER & SONS PLAN # 1094 ELEVATION B U ' 5249 AT�ANTtc t3c�. �/. � z< 0 60 ROOF FRAMING PLAN SHEET NOT TO SCALE Job: 6-25 4 5/249 T1 0'3" GABLE THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 11991 SBC) BOTSCHORO 2x4 SP #2 N UPLIFT (LB): 120 PLF WEBS 2x4 SP #3 1 BRG.LOC (FT): OVER CONTINUOUS SUPPORT TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOMS . OEFCECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. *** UPLIFT *** I *** HANGER *** H5 = -455#(Jacks Only) I HUS26 - + 2751# -1286#(1Od 1ply) MTS12 = -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS46 - + 4299# -1660#Md 2ply) MTT28B - -37860(2 Each) (10d)I HHUS48 - + 5180# -2000#(160 2ply) MTT266 = -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 -: + 8000# -26500(16d 2ply) CS150 - -1650#(Each) ( HGUS5.5 +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS I - 9'5"11 7'10"9 - - ---2'2"15 m i —2'2"15 �- - 7'10"9 - 9'5"11 3X4 r 2X4 12 7B T v 5 F,- 3X3 3X3 3X3 3X6 3X6 L4:120'3" 20'3" R=180 plf W=11'8" TAG = T1 SEG = 61861 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.3u6 SCALE =0.3385 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 06/28/96 TC LL 30 .0 PSF REF *IMPORTANT* SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. BEE MIB-91 BY TPI. SEE THIS DESIGN Y17t1VS 11eI.��' TC DL 7 .0 PSF DATE 06/28/96 FAILURE TO BUILD THE TAUSS IN CONFORMANCE WITH GST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - 10.0 I �— ALPINE CONNECTORS ARE MADE OF 205A GALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - B C O L 1 0•0 PSF DRWG A446 GA 5 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER . 5605 BC LL 0 .0 PSF JBE TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE _ STATE OF = T OT.LD. 47.0 PSF O/A LEN. CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER (0 RLOP` 1 .33 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q' DUR.FAC. IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEp�, SPACING 24.0" T •--TP -TAUSS AT TITUTF NOS- 1991 NATIONAL nFST(',N SPF!'T�?CAt70N FOR W000 CONSTgIICTION �I��1YP F C 0 M N f Job:`7L�6-2504 5/249 T2 24' GABLE 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 (LB1: 120 PLF WEBS 2x4 SP #3 1 BRG.LOC (FT): OVER CONTINUOUS SUPPORT TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED-OR FULLY OPEN BUILDING. ------------------------------- l -------- -- ---------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity --------------------------------------------------------------- ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. WNW UPLIFT *** I *** HANGER *** H5 = -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 = -1000# 1 HUS26 = + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS4B - + 4299# -1660#(10d 2ply) MTT28B = -3786#(2 Each) (10d)1 HHUS4B + 5180# -2000#(16d 2ply) MTT286 = -4455#(2 Each) (15d)1 HGUS48 = + 56400 -2199#(10d 2ply) MST60 = -4688#(Per 2ply) I HGUS48 + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5= +11335# -3945#(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 1 J- -2'2"15 9'9"1 11'4"3 3X4 12 5 3X4 o 0 Ln u') 3X3 3X3 3X6 X6 4=1 8 X4 3X4 24' R=152 plf W=12'7"8 Rv=529# U=390# W=3"8 SEG = 81921 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.3u6 SCALE =0.2909 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 06/28/96 T C LL 30 .0 PSF R E F **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY GRACING SEE HIB-91 BY TPI. SEE THIS DEBIGN �N1_tVs ,,, - T C DL .10 0 PSF D R WG 7 .0 PSF DATE 06/28/96 \\7Y U1v`VIAV\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V \\©\\\Yvn ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 1 (\�\ A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 0 PSF J B E BC LL 0 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD - * CONNECTORS PER DRAWINGS 130. 150 L I6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF - TOT.L D. 47.0 PSF 0/A LEN. 24-0-0 CONFORM M/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEERS ALPINE TECHNICAL UPDATE I7/1/911 FOR PROPER C 0 RID P P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIB , F Q';' rDUR.FAC. 1 33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. IAIEEIN �- 24.0" T Y PF c o m n "--TPI " TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL OFSTGN SPFCTFICAT/ON FOR X000 CONSTRUCTION �Y Job...(6-2504) 5/249 T3 24' 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): 470 470 WEBS 2x4 SP 03 1 BRG.LOC (FT): 0.00 23.71 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP} AND 5.00 PSF (BOTTOM) . DEF ECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. -------------------------------------------------------------- A .IGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. - - ------- ---(+)=Gravity (-)=Uplift --------------------------------- *** UPLIFT *** I *** HANGER *** H5 = -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 = -10001 1 HUS26 = + 3315# -1550#(16d 1ply) MTS12 = -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B - -3786#(2 Each) (lOd)I HHUS48 - + 5180# -2000#(15d 2ply) MTT28B = -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 = -468B#'Per 2ply) I HGUS48 * + 8000# -2650#(16d 2ply) CS150 = -1650#(Each) I HGUS5.5= +11335# -3945#(16d 3ply) -------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 12 + 12 4X4 ' 12 5 1.5X3 1.5X3 v c U7 In 3X4 (A1) 3X4 (A 1) 4'1 8' 3X7 3XA 24' -24' Rv=1227# U=470# W=3"8 Rv=1227# U=470# W=3"8 TAG = T7 SEG = 81859 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 8 TOTAL = 8 REV. 17.3u6 SCALE =0.2909 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 06/28/96 TC LL 30 .0 PSF AEF *)(IMPORTANT*if SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND (�, \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING SEE HIB-91 BY TPI, SEE THIS DESIGNY1T11lii�'CiY TC DL 7 .0 PSF DATE 06/28/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` �US \O\\\VALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC D L 10 .0 PSF DRWG _� (\�\ A446 GR 8 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL OF LATERALLY BRACED WITH PROPER 5606 0 .0 PSF JB E RJ\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD - * B C L( CONNECTORS PER DRAWINGS 130. 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T OT.LD. 47 .0 PSF 0/A LEN. CONFORM M/APPLICABLE PROVISIONS OF NUS 6 TP1. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7(1/917 FOR PROPER (O q1�P ? SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS �( Q OUR.FAC 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEA�' SPACING 24.0" ITYPE COM N --TPI • TRUSS PLAT INSTITUTE, NOS _ 1991 NATIONALDESIGN SPECIE TCA-TION FOR .000 CONSTRUCT ION ��1��...���Y'` 1 I Job.; 6-2504 5/249 T4 GE 6' CMN THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. BOTSCHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W3 2x4 SP #2 N: f A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) THIS GABLE ENO WILL SUPPORT UP TO OVERHANG ALONG THE TOP UPLIFT (LB): 120 PLF CHORD. REFER TO DRAWING GE-001, GE-002. OR 876,719 FOR STUD BRG.LOC (FT): OVER CONTINUOUS SUPPORT VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, j' TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE ENCLOSED OR FULLY OPEN BUILDING. RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO --------------------------------------------------------------- SUPPORT 2'0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (_)-Uplift FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: ------------------------------- ----- ------- ---- FOR VERTICALS LESS THAN 4'0": 1.5X3 ALPINE, 13 WOODLOC. x*x UPLIFT x** I *** HANGER *** FOR VERTICALS GREATER THAN 4'0 2X4 ALPINE, 23 WOODLOC. H5 = -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d iply) MTS12 = -1000# 1 HUS25 - + 3315# -1550#(16(J 1ply) MTS12 = -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT288 = -3786#(2 Each) (10d)I HHUS48 - + 51800 -2000#06d 2ply) MTT288 = -4455#(2 Each) (16d)I HGUS48 = + 6640# -2199#(10d 2ply) MST60 = -4688#(Per 2ply) I HGUS48 + 8000# -2650#(16d 2ply) CS150 = -1650#(Each) I HGUS5.5= +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS I THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS. ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. 23'9"1 -�- N 12,7"7 I- 12.8"13 ----�: 4X4 T 5 p m m U-' �3X3� U-)3X4 (A i) � 3 6' X4 X4 3X4 �-�-�- 26' - -�-� Rv=1223# U=510# W=3"8 R=284 plf W=5' TAG = T4 SEG = 81857 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.3u6 SCALE =0. 1606 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 06/28/96 T C LL 30 .0 PSF REF *I MPO R T A N T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGNYfIIfI'II eT/� T C DL 7 .0 PSF DATE 06/28/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .O PSF D RW G U A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORE) SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x BC LL 0 .O P S F J B E \(�\ CONNECTORS PER DRAWINGS 130, 150 G 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of _ TOT.L D. 4 7 O PSF 0/A LEN. V CONFORM M/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE [7/1/911 FOR PROPER G O RIPP SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS Q." DUR.FAC. 1 . 33 1N ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F ZNEEa`', " A--TP " TRUSS PLATE INSTITUTE. NO - 19 NATIONAL DESIGN SPECTFICATION FOR WOOD CONSTRUCTION ' T•.....•.. `` [SPACING. C24 0ITYPE GAEL_ Jo b'� 6-250-15/249 T4 6' R C THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP, CHORD 2x4 SP #2 N : T2 2x4 SP #1 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 430 440 200 WEBS 2x4 SP #3 ' BRG.LOC (FT): 0.00 20.75 25.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD, ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED e WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)=Uplift SHIM ALL SUPPORTS TO SOLID BEARING. --------------------------------------------------------------- xxx UPLIFT *xx I *** HANGER x** H5 = -455#(Jacks Only) I HUS26 = + 2751# -1286# (1Qd 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 = + 4299# -16600(10d 2ply) MTT28B = -37860(2 Each) (10d)I HHUS48 = + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#(16d 2ply) CS150 = -1650#(Each) I HGUS5.5= +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS t �---— 13' } 13' 1 4X5 1.5X3 12 5 p .. 3X4 O1 3X5 In _3X4 (A 1) SO 3 �1'2'11a 3X4 (A S) 8 1 J_ X 1 .5X3 5X4 i 2 1.5X4 20'9" 5'3" �--� 17'8"6 —i— 3'0"8 5'3" 26' Rv=1068# U=430# W=3"8 Rv=1334# U=440# W=3" Rv=240# U=200# W=3"B TAG = T3 SEG = 81868 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 17.3u6 SCALE =0.2706 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 06/28/96 T C LL 30 .0 PSF R E F *I M P O R T A N T SHALL NOT BE RESPONSIBLE FOR ANY W A R N I N G IN HANDLING, ERECTION AND (� TC DL 7 .0 PSF DATE 06/28/96 \UA"N DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-93 By TPI. SEE THIS DESIGN Yt E :� FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` .SUS O� ALPINE CONNECTORS ARE MADE OF 20GA GALV, STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF D RWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD S,fALL BE LATERALLY BRACED WITH PROPER - 5606 - CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE "J\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 00 PSF JB E * - OF TOT.L D. 47 .0 PSF 0/A LEN. CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER P ?` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F C 0 RLQ Q � FOUR.FAC. 1 .33 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEA`'Y SPACING 24.0" Tvpc SC TS •--TPI TR4J5i4 PLATE INSTITVTE. N05 - !PR• NATTONA+ nr 111 c11"IT—T-111R wMn 1—T—�-11 /''" •"� Job c' 6-2504 5Z249 T5 26' CMN R8C THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT%CHORD 2x4 SP #2 N :82 2x4 SP #1 Dense: UPLIFT (L8): 430 440 200 WEBS 2x4 SP #3 :W6 2x4 SP #2 N: ' BRG.LOC (FT): 0.00 20.75 25.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT 8E LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *1 TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Grav i t y [-)=Uplift SHIM ALL SUPPORTS TO SOLID BEARING. ------------------- ----------------------------------------- *** UPLIFT **x I *** HANGER *** H5 = -455#(Jacks Only) I HUS26 + 2751# -1286#(10d 1ply) MTS12 - -1000# I HUS26 = + 3315# -1550#(16d (ply) MTS12 - -20000(2 Each) I HHUS48 + 4299# -1660000d 2ply) MTT28B = -3786#(2 Each) (10d)I HHUS48 + 5180# -2000#(16d 2ply) MTT288 = -4455#(2 Each) (16d)I HGUS48 + 6640# -2199#(10d 2ply) MST60 - -4688#(Per2ply) I HGUS48 + 8000# -2650#(16d 2ply) CS150 = -1650#(Each) I HGUS5.5- +11335# -3945#116d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS c 13' 13' -� 5X7 12 1.5X3 5 m 1.5X4 3X5 U) 5X4 3X5(A1) N M'1 � 1'2i14 X4 (A1) _-13 5X14 12 1.5X4 20'9" 5'3" 8'3"8 } 9'5" — {--3'0"8 5'3" �--� 26' Rv=1054# U=430# W=3"8 Rv=1410# U=440# W=3" Rv=177# U=200# W=3"8 SEQ = 81873 PLT. TYP. -ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 17.3u6 SCALE =0.2706 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 06/28/96 T C L L 30 .0 PSF R E F )(*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION ANO (� \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HI5-91 BY TPI. SEE THIS DESIGN XUS 11" TC DL 7 .0 PSF DATE 06/28/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` V 11 ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DR WG A446 GN B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 0 0 PSF JB E `\J\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD _ * 6C LL CONNECTORS PER DRAWINGS 130. 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T 0 T.L D. 4 7 •0 PSF 0 A LEN. CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER (O RI P' P: SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q �� OUR.FAC. 1 . 33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�',� SPACING 24.0" S C I S •--TPI - TRUSS PLATE INSTITUTE N - 1291 NATIONAL OFSIGN SPFCTFICATION FOR WOOD C N TR TION Y����i,,,,�� TYPE Job:' 6-2504 5/249 T6 26' VLT THIS OWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOr. CHORD 2x4 SP 01 N :82 2x4 SP #1 Dense: UPLIFT (LB): 500 500 WEBS 2x4 SP #3 " BRG.LOC (FT): 0.00 25.71 TRUSS DESIGNED FOR 100 MPH WINO. 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . PRE ICTED HORIZONTAL MOVEMENT IS 0.43" DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED AN 0.23" DUE TO DEAD LOAD AT ONE SUPPORT. WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. --------------------------------------------------------------- PREDICTED VERTICAL DEFLECTION IS 0.70" DUE TO LIVE LOAD TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS AND 0.37" DUE TO DEAD LOAD AT X - 17-08-08. (+)=Gravity (-)-Uplift --------------------------------------------------------------- DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. xx* UPLIFT *** I *** HANGER *** H5 = -455#(Jacks Only) I HUS26 = + 2751# -1286#(10d Iply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d )ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(100 2ply) MTT28B = -3786#(2 Each) (10d)) HHUS48 = + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)1 HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(i6d 2ply) CS150 = -1650#(Each) I HGUS5.5= +11335# -3945#(i6d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS i 13' 13' 4X12 12 1.5X3 1.5X3 5 �J m a1 1.5X4 1.5X4 8X14 3X7(AS) cv 3X7(A1) 4'1 1 8' a 3 8X14 12 26' 8,3„8 -j 9,5„ E- — 8'3„B �--I r 26' Rv=1321# U=500# W=3"B Rv=1321# U=500# W=3"B TAG = T9 SEG = 81878 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 10 TOTAL = 10 REV. 17.3u6 SCALE =0.2706 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 06/28/96 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND s DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-9f By TPI. SEE THIS DESIGN �' e �,�, TC OL 7 .0 PSF DATE 06/28/96 (f FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` `�US - 10 .0 pSF DRW G ALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 O 0 PSF JB E "J\ IRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD - * - BC LL CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT L D. 47 .0 PSF 0/Q LEN. V CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER 0, SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS <D q10 a ,� OUR FAC. 1 .3 3 SCIS +('� c IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. gpA C I NG 2 4.0" SCI S --TP - TRUSS AT INSTITUTE, NOS ” 1991 NATIOMC DFSTGN SPPCIFTCATION FOR WOOD CONSTRUCTTON /rri r T Y PF Job 6-2504 54249 T7 26' HIP VLT 7'SE3 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 S C) UP6Trusses(LB): 980 980 3 Complete Trusses Required BRG.LOC (FT): 0.00 25.71 1 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . EN LOSEO OR FULLY OPEN BUILDING. TOP CHORD 2x4 SP 02 N ------------------------------------------------------------ ---------- ------------------------------- BOT CHORD 2x4 SP #2 N :B2 2x6 SP #1 Dense: TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS WEBS 2x4 SP #3 ____ -------(+)_Gravity (-)-Uplift -x*x UPLIFT *** I *** HANGER *** NAILING SCHEDULE: (0.131x3.0 y nails) H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(100 1ply) TOP CHORD: 1 ROW @ 16" D.C. MTS12 = -10001 1 HUS26 - + 3315► -1550#(16d Iply) BOT CHORD: 1 ROW @ 16" D.C. MTS12 -2000#(2 Each) I HHUS4B - + 4299# -1660#(10d 2ply) WEBS : 1 ROW @ 4" D.C. MTT288 -3786#(2 Each) (10d)1 HHUS48 - + 5180# -2000#116d 2p2y) REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING MTT28B = -4455#(2 Each) (i6d)I HGUS48 - + 6640# -2199#(10d 2ply) BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) PREDICTED HORIZONTAL MOVEMENT IS 0.45" DUE TO LIVE LOAD -------------------------------------------------------------- AND 0.16" DUE TO DEAD LOAD AT ONE SUPPORT. REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PREDICTED VERTICAL DEFLECTION IS 0.83" DUE TO LIVE LOAD A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. AND 0.28" DUE TO DEAD LOAD AT X = 13-00-00. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. #1 HIP DESIGNED TO SUPPORT 07-00-06 JACKS WITH NO WEBS. �- --- 7' t 12 7 T5X6 X7 X6 12 T 5 1.5X4 1.5X4 m I -5XJ 7X10 II m m 3X6(AS) I'9�•" 3X6(A I) a-1 a 3 7X10 12 26' Q 7'4"8 11 _ _L 7,4„8 r 26' T 7' 12' 7' -J9# -A# Rv=2562# U=980# W=3"8 Rv=2562# U=980# W=3"8 TAG = T10 SEG = 81945 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY= 1 PLIES- 3 TOTAL= 3 REV. 17.3u6 SCALE =0.2706 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES AEGUIRE EXTREME CARE 06/28/96 TC LL 30 .0 PSF REF )()(IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND TC DL 7.0 PSF DATE 06/28/96 \Ut�_IV DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN YT' � �� FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` �US©� 1 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM DUIREMENTS, UNLESS OTHERWISE INDICATED, TOP - - B C DL 1 O •O PSF DRW G A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 5606* BC LL 0 .0 PSF JB E \i CONNECTORS PER DRAWINGS 130, 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF T 0 T.L D. 47 .0 PSF B/A LEN. 26-0-0 VVV CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER C D^iQ P P�� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ORYWAII APP11CATION. FURNISH A COPY OF THIS Q �� DUR.F Ac. 1 .3 3 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 10 NIL TRUSS ERECTION CONTRACTOR. '� F INE EPS'�Y *--TP . T S PLAT INSTITUTE NOS - 991 NATIONAL DESIGN SPECIFICATION FOR WOOD CON TR CTION �T 1,1, SPACING see above T Y P E spec Job:` 6-2504 5/249 T8 26' HIP VLT 9'S8 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 N : T2 2x4 SP #2 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) 1301:CHORD 2x4 SP #1 N :B2 2x4 SP #2 N: UPLIFT (L B): 510 510 WEBS 2x4 SP #3 ' BRG.LOC (FT): 0.00 25.71 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . PREp ICTED HORIZONTAL MOVEMENT IS 0.41" DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED AN 0.22" DUE TO DEAD LOAD AT ONE SUPPORT. WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. --------------------------------------------------------------- PREDICTED VERTICAL DEFLECTION IS 0.68" DUE TO LIVE LOAD '' TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS AND 0.36" DUE TO DEAD LOAD AT X = 13-00-00. (+)=Gravity (-)=Uplift --------------------------------------------------------------- DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. *** UPLIFT *** I *** HANGER *** H5 = -455#(Jacks Only) I HUS26 = + 2751# -1286#(10d 1ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -2000#(2 Each) 1 HHUS48 - + 4299# -1660#(10d 2ply) MTT28B = -3786#(2 Each) (10d)1 HHUS48 = + 51800 -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)1 HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 = + 8000# -2650#(160 2ply) CS150 = -1650#(Each) I HGUS5.5- +11335# -3945#(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS t 9' 8' T 9 5X7 1 .5X3 X7 12 1.5X3 1.5X3 ti c 3X7 6X6 v 3X7(Al) N 3�(A a 3 6X6 12 26' Q �- 8'3"8 9'5" -{- - -8'3"B �--� 26' Rv=1321# U=510# W=3"8 Rv=1321# U=510# W=3"8 TAG = T11 SEG = 81897 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.3u6 SCALE =0.2706 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 06/28/96 T C LL 30 .0 PSF R E F **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 8Y TPI. SEE THIS DESIGN � f :� TC OL 7 .0 PSF DATE 06/28/96 A FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` �US - p ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - C DL 10 .0 PSF O R WG C\�\� A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - "J\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD - B- * BC LL 0 0 PSF JB E- \\-U`^v\ CONNECTORS PER DRAWINGS 130, 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T 0 T.L D. 47 .0 PSF Q A LEN. CONFORM X/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE I7/1/91I FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS `�R10 Q DUR.FAC. 1 . 33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�'� S PACING 2 4.0" SPEC 0--TPI - TRUSS PLATE INSTITUTE NOS - 1991 NATIONAL OESTGN BPECTFTCATION FOR WOOD CONSTRUCTION �''���„�.�� TYPE �1 Job:I -2504 5/249 T9 26' HIP VLT I I 'SE3 THIS DWG, PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 N : T2 2x4 SP 02 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOTSCHORO 2x4 SP #1 N :82 2x4 SP #2 N: UPLIFT (LB): 500 500 WEBS 2x4 SP #3 T BRG.LOC (FT): 0.00 25.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . PRE ICTED HORIZONTAL MOVEMENT IS 0.39" DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED AND 0.21" DUE TO DEAD LOAD AT ONE SUPPORT. WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. --------------------------------------------------------------- DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD, TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS +) Gravity ( )-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT *** I *** HANGER *** H5 = -455#(Jacks Only) I HUS26 = + 2751# -1286#(10d 1ply) MTS12 = -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 = -2000#(2 Each) I HHUS48 - + 4299# -1660#00d 2ply) MTT288 = -3786#(2 Each) (10d)I HHUS48 = + 5180# -2000#(16d 2ply) MTT288 - -4455#12 Each) (164)1 HGUS48 = + 6640# -2199#000 2ply) MST60 = -4688# Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 = -1650#(Each) I HGUS5.5= +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4 11' 4' 5X8 X8 12 5 1.5X3 1.5X3 v 3X4 6X6 v 3X7(AS) Cu 3X7(A I) a 3 6X6 12 26' �--� 8'3"8 9'5" 8'3"B -� 26' Rv=1321# U=500# W-3"B Rv=1321# U=500# W=3"8 TAG = T12 SEG = 81899 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 17.3u6 SCALE =0.2706 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 06/28/96 TC LL 30 .0 PSF REF **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANOLING. ERECTION AND n ( \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HI0-91 BY TPI. SEE THIS DESIGN Y11fIfI"� ��� T C' DL 7 O PSF DATE 06/28/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH UST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` �'US ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - 8C DL 10 .0 PSF D RW G A446 GR 8 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 0 0 PSF JB E �f\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD - * - 8C LL CONNECTORS PER DRAWINGS 130. 150 C 16GA-F_ DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 .0 PSF C/A LEN. CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER P Q'�- SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS <0 RID Q•� DUR.FAC 1 . 33 SPEC(� IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. F WEER`',Y S PAC I NG 24.0" J PE C -TPj . TRUSS PLAT INSTITUTE NOS " 1991 NATIONAL 01$113N SPECIFICATION FOR WOOD CONSTRUCTION ���.��,�,T�� T YP E Job;I 6-2504 5/249 T10 5' 8" GIRDER THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT;CHORD 2x5 SP #2 UPLIFT (LB): 920 920 WEBS 2x4 SP #3 + BRG.LOC (FT): 0.00 5.37 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 2.00 PSF (TOP) AND 1.00 PSF (BOTTOM) . DEF ECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- THI GIRDER DESIGNED TO CARRY 02-00-00 FRAMING TC/BC SPLIT TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS FROM ONE SIDE AND 26-00-00 TRUSSES FRAMING TO BOTTOM CHORD j' (+)=Gravity (-)=Uplift FROM OTHER SIDE. --------------------------------------------------------------- N:x UPLIFT mm* I NXX HANGER Xxx A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. H5 -455#(Jacks Only) I HUS26 - + 2751# -1286#(100 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 = -1000# 1 HUS26 = + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(100 2ply) MTT28B = -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B = -4455#(2 Each) (16d)1 HGUS48 = + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 = + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5= +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS t 2'10" �- 2'10" A 12 5 � v v U) 3X4 (AS) v 8' 2x7 5'8' Rv=1 920# W=3"8 Rv=1845# U=920# W=3"B TAG = T21 SEG = 81901 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 17.3u6 SCALE =1 .3691 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 06/28/96 T C LL 30.0 PSF R E F *IMP 0 R T A N T**SHALL NOT BE RESPONSIBLE FOP ANY W A R N I N G IN HANDLING, ERECTION AND (� \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-97 BY TPI. SEE THIS DESIGN +1`US II fTi� T C DL 7 .0 PSF DATE 06/28/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` `� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 •0 PSF DRWG O A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - O O PSF JS E TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD * BC L L (\\ CONNECTORS PER DRAWINGS 130. 150 G 160A-F. DESIGN STANDARDS W77H PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF _ TOT.L D. 47.0 PSF O/A LEN. UCONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER P p SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION, FURNISH A COPY OF THIS OR Q'` oUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ;c INEEA`' --TP - TRUSS PLAT INSTITUTENOS - 1991 NATIONAL DESIGN SPECTFICATION FOR WOOD CONSTRUCTION SPACING see above T Y P E C 0 M N Job:I 6-2504 5/249 T11G 5'8" GABLE 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:CHORO 2x4 SP #2 N UPLIFT (LB): 120 PLF WEBS 2x4 SP #3 ' BRG.LOC (FT): OVER CONTINUOUS SUPPORT TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 2.00 PSF (TOP) AND 1.00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED OR FULLY OPEN BUILDING. MUS BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ALL PLATES ARE 2X4(DS) EXCEPT AS NOTED. (+)=Gravity (-)=Uplift --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** H5 = -455#(Jacks Only) I HUS26 = + 2751# -1286#(10d 1ply) MTS12 = -1000# 1 HUS26 = + 3315# -1550#(i6d 1ply) MTS12 = -2000#(2 Each) I HHUS48 = + 4299# -1660#(10d 2ply) MTT28B - -3786#(2 Each) (SOd)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B = -4455#(2 Each) (16d)1 HGUS48 = + 66400 -21990(10d 2ply) MST60 = -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5= +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- 2'10" `— 2'10" -� 12 5 F;. r\ � (V N 8 1.5X 5'8' R=94 plf W=5'8" TAG = T23 SEG = 81905 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.3u6 SCALE =1 .3691 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 06/28/96 T C LL 30 .0 PSF REF _ *IMP 0 R T A N T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND 1 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN Y1 U5 TC DL 7 .0 PSF DATE 06/28/96 a ��� FV FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ ` .t - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - V - BC DL 10 .0 PSF D RW G A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 0 .0 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD * B C LL PSF JB E (�\ CONNECTORS PER DRAWINGS 130, 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF T O T.L D. 47 .0 PSF O/A L E N. V CONFORM M/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F OR Q Q.� D UR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE c"��TPI . TRUSS PLATE INSTITUTE, ND - 1991 NATIONAL DESIGN SPFC111CATION FOR WOOD CONSTRUCTION T��_ SPACING TYPE COMN -- __ Job: l 6-2504 5/249 T11 5' 8" C MN THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS A7 BEARINGS AS INDICATED. (1991 SBC) BOT'CHORO 2x4 SP #2 N UPLIFT (LB): 220 220 WEBS 2x4 SP #3 1 BRG.LOC (FT): 0.00 5.37 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 2.00 PSF (TOP) AND 1.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED- - - - OR FULLY OPEN BUILDING. ------------------------------ { -------- -- ----- ---- --------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ----------(+)_Gravity (-)=Uplift --------- ---------------------- *** UPLIFT ** I *** HANGER *** H5 = -455#(Jacks Only) I HUS26 - + 2751# -1285#(10d 1ply) MTS12 = -1000# 1 HUS26 = + 3315# -1550#(16d 1ply) MTS12 = -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B = -3786#(2 Each) (10d)1 HHUS48 - + 5180# -2000#(16d 2ply) MTT28B = -4455#(2 Each) (16d)I HGUS48 = + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5= +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS c 2' 10" — { 2'10" —� v 12 v 5 io ID LT2 8 1.5X3 IT, — 1'4" 5'8" 1'4" ----� Rv=365# U=220# W=3"B Rv=365# U=220# W=3"8 TAG = T22 SEG = 81903 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.3u6 SCALE =0.9310 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 06/28/96 T C LL 30 .0 PSF REF *IMP 0 R T A N T*)(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HI8-91 BY TPI. SEE THIS DESIGNUS 1T 'C TC DL 7 .0 PSF DATE 06/28/96 �Y FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MAGE OF 20GA GAIV, STEEL MEETING ASTM OUIREME NTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF D RW G o E UO A4A6 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED MITH PROPER - , 6606 O .O PSF JB TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD * BC LL CONNECTORS PER DRAWINGS 130, 150 6 16OA-F. DESIGN STANDARDS MITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of _ T 0 T.L D. 47 .0 PSF D/A LEN. CONFORM W/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER P Q'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIO Q , 1 . 33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. OUR.FAC. A--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGNSPFC7FICATIDN FOR MOOD CONSTRUCTION �• ��ii� � T`` SPACING 24.0" TYPE C 0 M N Job: !16-2504) 5/249 J 7'VL T EJ 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)' 230 200 200 WEBS 2x4 SP #2 N 1 BRG.LOC (FT): 0.00 7.00 7.00 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEF ECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. A R�GID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. i' TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)=Uplift ------------------- ---------------------------------------- *x* UPLIFT *** I *** HANGER *** H5 = -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d iply) MTS12 = -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 = -2000#(2 Each) i HHUS48 = + 4299# -1660#(10d 2ply) MTT28B = -3786#(2 Each) (10d)I HHUS48 + 5180# -2000#(160 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 = -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2plyl CS150 = -1650#(Each) 1 HGUS5.5= +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 3 ) 16d TOE-NAILS AT TOP CHORD. Rv=223# U=200#NAILED ROVIDE �� ?77*6d S8_0�NAfLEO BOTTOM CHORD. U 10'11"4 _(j)_ Sn - U3 � 9'6"2 m m (L CO 2X4 (AS) 3 12 8' �1.4" 7' 1 Rv=456# U=230# W=3"8 TAG = T13 SEG = 81911 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 7 TOTAL = 7 REV. 17.3u6 SCALE =0.6287 ALPINE ENGINEEREO PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 06/28/96 T C LL 30 .0 PSF R E F *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY A RN I NG IN HANDLING. ERECTION AND 1 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN US F ", TC DL 7 .0 PSF DATE 06/28/96 A FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05188 BY TPI. FOR AOOITIONAL SPECIAL PERMANENT BRACING RE - ` - 10 .0 PSF DRW G ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED, TOP G - - BC DLQE (��\© A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - BC L L O O PSF JB [\J\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESTGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD - * - \\�IUwi CONNECTORS PER DRAWINGS 130. 150 SGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T O T.LD. 47.0 P SF O Q LEN. CONFORM M/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F 0 F10 P Q P OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. 'i INFERS W-- SPACING 2 4.0'� TYPE JACK TPI • TRUSS PLATE INSTITUTE. NOS - 19 1 NATIONAL DESIGN SPFCIFICATION FOR WOOD CONSTRUCTION ' 111,11 1 Job:' 6-2504 5/249 J 5'VLT CJ 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) BOT1,CHORD 2x4 SP #2 N UPLIFT (LB): 200 200 200 WEBS 2x4 SP #2 N ' BRG.LOC (FT): 0.00 5.00 5.00 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------- --------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)=Uplift --------------------------------------------------------------- *** UPLIFT *x* I *** HANGER *** H5 = -455#(Jacks Only) I HUS26 = + 2751# -1286#(10d 1ply) MTS12 - -100001 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600(104 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 = + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#000 2ply) MST60 = -4688#'Per 2ply) I HGUS48 = + 8000# -2650#(i6d 2ply) CS150 = -1650#(Each) I HGUS5.5= +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. Rv=150# U=200#NAILED PROVIDE V(=20[Y �6d200#NAjLEDT BOTTOM CHORD. 10'1"4 In CU 12 i5 p 9'2"2 U-) N (V fV 2X4 (A fl 12 �1,4„ 5' - _I Rv=368# U=200# W=3"B TAG = T14 SEO = 81913 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 4 TOTAL = 4 REV. 17.3u6 SCALE =0.8060 ALPINE ENGINEERED PRODUCTS, INC TRUSSES REQUIRE EXTREME CARE 06/28/96 TC LL 30 .0 PSF REF *IMP 0 R T A N T SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGNV'I TC DL 7 .0 PSF DATE 06/28/96 (Y FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` �US ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - 8C DL 10 .0 PSF D RW G A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5605 0 0 PSF JB E TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD - M - BC LL CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T 0 T.L D. 47.0 PSF O/A LEN. V CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OR Q � JOUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F GINEEI --TPI - TRUSS PLATE NSTITUTE NOS - 1991 NATIONAL OF ION SPFCTFICATION FOR WOOD CONSTRUCTION I',i.,. SPACING 24.0" T Y PF JACK I m Job: 6-2504 5 249J 3'VLT CJ THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOPCHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT:CHORD 2x4 SP #2 N UPLIFT (LB): 200 200 200 WEBS 2x4 SP #2 N + BRG.LOC (FT): 0.00 3.00 3.00 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEF ECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- A R GID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)=Gravity (-)=Uplift --------------------------------------------------------------- - -- ------------- --------------------------------- *** UPLIFT *** I *** HANGER *** H5 = -455#(Jacks Only) I HUS26 = + 2751# -1286#(!Od 1ply) MTS12 = -10000 1 HUS26 = + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#00d 2ply) MTT28B = -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B = -4455#(2 Each) (16d)I HGUS48 = + 6640# -2199#(10d 2ply) MST60 = -4688#(Per 2ply) I HGUS48 = + 8000# -2650#(16d 2ply) CS150 = -1650#tEach) ) HGUS5.5= +11335# -3945#(i6d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. Rv=68# U=200#NAILED 9'3"4 In - 0 r. 5 12 2X4 (A N _ W v 8' a 3 12 -- 1.4" - + 3• _I Rv=290# U=200# W=3"8 Rv=23# U=200#NAILED TAG = T16 SEO = 81915 PLT. TYP,-ALPINE DESIGN CRIT=TPI OTY = 8 TOTAL = 8 REV. 17,3u6 SCALE =1 . 1604 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 06/28/96 T C LL 30 .0 PSF REF *IMP 0 R T AN T�(�(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND r1 \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN us'I TC DL 7 .0 PSF DATE 06/28/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 8Y TPI, FOR AOOITIONAL SPECIAL PERMANENT BRACING RE V 10 . I ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - B C DL 1 0 •0 PSF D RWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERrj(j06 p TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD * BC LL 0 •0 PSF Jp UUE \�\ CONNECTORS PER DRAWINGS 130, 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE of _ T 0 T LD. 47 .0 PSF O/A LEN. ��U VVV CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER P Q'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS O RIO Q.` 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. �i F GIIVEEAg� `� IDUR.FAC. • TPI .TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION /'//l/lliil SPACING 24.0 TYPE JACK Job:I -2504 5 49 J 7'VLT HJ THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT.CHORD 2x4 SP #2 N UPLIFT (LB): 240 200 3090 WEBS 2x4 SP #3 ' BRG.LOC (FT): 0.00 9.90 9.90 9.90 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEF ECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- THI HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-OQ; TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SETBACK. CORNER JACKS HAVE NO WEBS. --- -- ------------(+)=Gravity-( =Uplift _) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. x** UPLIFT *xx I *** HANGER xx* MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 = -455#(jacks Only) I HUS26 - + 2751# -1286#(100 1ply) MTS12 = -1000# 1 HUS26 = + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS46 - + 4299# -1660#00d 2ply) MTT28B - -37860(2 Each) (10d)I HHUS48 = + 5180# -2000#(16d 2ply) MTT28B = -4455#(2 Each) (16d)) HGUS48 = + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 = + 8000# -2650#06d 2ply) CS150 - -1650#(Each) f HGUS5.5= +11335# -3945#060 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 3 ) 16d TOE-NAILS AT TOP CHORD. PROVIDE ( 3 ) 16d TOE-NAILS AT BOTTOM CHORD. Rv=221# U=3090#NAILED ` Rv=533# U=200#NAILED 10'11"7 u� io 1 3.54 12 9'8"2 m 4X4 m m m N m 2X4 (A I) 2.12 8, 12 f- --1'10"10 9'10"13 Rv=350# U=240# W=4"15 TAG = T15 SEG = 81909 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 2 TOTAL = 2 REV. 17.3u6 SCALE =0.6095 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 06/28/96 T C LL 30 .0 PSF R E F )(*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 1us - TC DL 7.0 PSF DATE 06/28/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` a '' ALPINE CONNECTORS ARE MADE OF 20GA GAL V. STEEL MEETING ASTM OUIREME NTS. UNLESS OTHERWISE INDICATED, 70P - - BC DL 10 .0 P SF D R WG A446 OR 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - p 0 .0 PSF JB E TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD * BC L L (�\ CDNNECTDRS PER DRAWINGS 130, 150 6 160A-F, DESIGN STANOAROS WITH PROPERLY ATTACHED RIGID CEILING --JOPER - STATE OF - T OT L D. 47 .0 PSF O/A LEN. \\\UUU\\\ vvv CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PRO RIO p Q SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF ,..p Q OUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTORINE CT,S� --TP .TRUSSPLATE T T T IE NOS - 1991 NATIONAL DESIGN SPFCSFTCATTON FDR W000 CONSTRUCTION /,�„���� SPACING see a b o v e T Y PF JACK CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD—ATLANTIC BEACH,FL 32233—TEL: 247--5826—FAX. 24T-5877 d I2MIT#NFORNtATfON OCAT1N ION F0RiYIATtON Permit Number: 19608 Address: 1431 JASMINE STREET Permit Type: FENCE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s):5 Block: 249 Section: Square Feet: Subdivision: SECTION H Est. Value: Parcel Number: Improv. Cost: 200.00 OWNER lNFQRMATIOU. Date Issued: 2/17/2000 Name: AMANN, DEBORAH K. Total Fees: 10.00 Address: 1431 JASMINE STREET Amount Paid: 10.00 ATLANTIC BEACH, FL 32233 Date Paid: 2/17/2000 Phone: (904)247-8175 Work Desc: ERECT FENCE PER PLANS CONTRAS . 3y::, . ,.FEES . PROPERTY OWNER PERMIT 10.00 NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. :10.00 14 ATLANTIC BEACH B ILDING DEPT. Date: 2/18/00 01 Receipt: 003673 CHECKS 1782 APPLICATION FOR FENCE PERMIT Z-0-bael4 ,E: /07iW/Vit) Owners Name � � 1 �. Jam} � � Phone��/-9-V7,5 J*b..Addrass /-V Lot-,_fE_Block and/or Unit # Subdivision 'jen4il�q Contractor if different from. owner Valuation_of fence- 0 Corner or Interior.Lot Type of Construction �JDa�i Show location and height of fence as well as location of street(s). Owner Signature 4 L1 �� Date6� Contractor Signature Date O rd� �y MAP SHOWING BOUNDARY SURVEY OF LOT 5, BLOCK 2499 AS SHOWN ON MAP OF SECTION "H" ATLAN11C BEACH. AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PU9L.IC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: NORTH FLORIDA CLASSIC HOMES BEARING REFERENCE: N 01'22' W FOR RIGHT—OF—WAY LINE OF JASMINE STREET PER ABOVE MENTIONED PLAT. NO7E- lEYAT/ONS A,qE 5Al0X iV TI&MG !/? JASMINE STREET (50' R/W)'' S01*22'00"E (PLS 4470) 50.00 (LB 5488') W W !i�•3' 8.O'. 5er 4.1w �y 50.00 rio.so.eco F tK Lo v m .a 47 W W �jl "' so• '� Q 0 .r Op � W �W o � � �l O ;. o -' 00 m Me :o Q � �� tovcRt/E • � / A/c.1di00 Cb OAf�dC a ! B L 0 C K 2 4 9 (PLS 1614) (PLS 1674) Ir ,}. 50.00' 11 (� S 1 4' WOOD FENCE S01*22,00"E �+-G' WOpD FENCE L 0 T 6 LOT 5 LOT 4 tit 1'' W h B L 0 C K 24 8 .- VTm"sA'�.�>Tv:•=,r}pe�y;; wa l '3 i Tito of t .�tlttntir �eorii — +�lori�o Department of Nuilbing Jnopection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the f various ordinances regulating building construction or use For the following. Use Classification Single Family Residence Bldg.Permit No.12273 Groupw,.frame Ty Construction sf Fire District Atlantic Beach North Florida Classic Homes , s+ Q Phi 1 gs HE Owner of Building Address an�r l a_ 71Al'67 Building Address 1431 Jasmine Street Locality Atlantic Beach, FL 32233 4 By: BON C. FORD Q Building Official Date: _ - _ POST IN A CONSPICUOUS PLACE CITY OF ATLANTIC BEACH N° 20002 FLORIDA is- y 19 NAME ADDRESS CITY J& - 7' When Signed, Dated and Numbered, This Becomes an� Bit# i&ipt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER ,r���//�__ ��,� //CITY__ OF I f� &4m4C /3e=A-14 Office of Building Official REQUEST FOR INSPECTION ,� Date �� � �� Permit o. //t Time (� A.M. Received P.M. Job Address _ Locality Owner's Name ` C r Contractor ILDINGT CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring Rough _ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole Top Out Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION .M.Mon. Tues. Wed. Thurs. Friday L�CA P.M. Inspection Made Inspector Final Inspection❑ Certificate of Occupancy ❑ 'i Date � .�—_— 11.08,,96 PRI 12:50 F:1X 904 733 7733 PULTE JACKSONVILLE yam+ ATLANTIC BENCH LLoul '� UNDARY ;uRVE`�f LOT �, BLC��K 2 49-, MAS �Ht�WIN� B� A SHOWN. ON MAP OF 5l:CTON "H7. ATLA�'T�� BEACH. AS RECORDED IN Pi.AT ROOK it. PAGE 34 OF *11,.,CURRENT PUBLIC DS RECOROF DUVAL.ftwY iLORoA• oR: NORTH DA ICWI = HOMES BEARING REFENCE: N 41'2.2' W FOR RIGHT--OF—WAY,LINE OF JASMINE STREET PER ABOVE MD 1 PIAT WN /v47E SLL►riGT r/D,VS A•7� T70,x!N 174 l/1, 29). ASV nG'EfER N'0 V 81996' a Building and Zoning � sMiN : STREET �5v a�w) oa160 _E L FJ�.�©� 18,J 8.0 :�. SCJ.10-1770E Irie-je.fr.) E "" w Uj AN �. 00 Tk IR 1.11 o r� PA r/ cnwAr �3 B L 0 . C. K 249 It 50 00" *000 F; -.4 J01•4L'V R... ''6 .NUC, FENCE- aC L D F fi L 0 T 5 : ` 0.T 4 �3 � � B 0 C .2. 48 DATE:------------- PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: ------ ------- -------- ----- -------------------- ------ ' ------------- -% ------------------------------- ------ ' ------------------------------------------------- Enclosed are the blue copies of the permits. INCER LY, �$ I ` NG INSPECTION DIVISION cc: FILE CITY OF r�actic E°sac& - �Gd'CGC�Q- NO SEMMOLE ROAD ATLANTIC KAOL nOUM 32233-5953-5 TEL"HONE 0"247-SM FAX pM 21 MS 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 �" 6-6 Sincerely, Building Department 1I rTj N r > ! r77 '3 ! ASIMI STREEt 46 6 y 4 i 2 �` I x ! �► ! s ; CA#ELI A ! T SET ! CITY OF ATLANTIC BEACH � � TREE REMOVAL APPLICATIO All acoligiQpg must be received by 5 P.M. on the MOND&Y prior to MN Zoning m ,frog In order to be piacedQnthegenda for consideration. IINCOMPLFTF MELICATIONS.WILL NOj BE PROCESSED, Ml 132-,?3t-D APPLICANT NAME ADDRESS TE HONE X�, 3 2. --LCI �- '0(- �+ , 4(L:tjc �� ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL:4. SP CIFY TREES PROPOSED FOR REM ALA FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITION 5. TOTAL NUMBER OF TREES TO BE REMOVED: 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) T r,• i rnn• n1 nn. -r nP , n7 1 4 L I rnnr 1"7• nhl 1"7 1 U )C7 1 1 H 17PU I I T'1 8. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH of six inches or greater e) Location, DBH and species of all trees with DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a "X" h) All existing and new trees proposed to be used for mitigation clearly marked with brackets "[ ]" 1) Location of utilities, easements'and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BY_ M SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON. 11, INCO ELETE APPLICATIONS WILL NQ1 QE 2ROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE 11, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: 7— .3o- sic, rOCANTS SIGNATURE DATE ERS SIGNATURE DATE APP VED : TREE 7SERVATION BOARD CHAIRMA D NTE A ten• nnn ntil nn. },T nC 1 n7 IHLj I r 1 y PLOT PLAN OF' LOT BLOCK _ Z'4'9 - AS SHOWN ON MAP OF ,S-CT/oAl 74 " IQTLA.NTr/G B,94C OF Tilt n s of PAEB '� — Tilt CURRENT PUBLIC necO p AS (IECOf10EQ 1N P�A7' BOOK _L&— �� 'r�rsyrtirfEJ FOR: Go r 4 )Z" pnuge �.s' .ox to"oRK pQ v w '� ,z,s• �.a�• 0- �+ 5.47. 0 a3 fF C-L �13 a g9 13.0 / h y 2 t- "paut3�r� OAK 7,5'BR4 o�1„QAK„0A `-' X 2. D • 4 J Ire 4;e o, oved r r a m "All trees to r-lir —1,J ht7 hl—iaded a mininnum of 5 it < ,,;_ 1'•r ?; ; ,,! ^ ch tree. 13a1ricade's n,, ,,t,:{ARE site clearing and in place during ALL phases,of curstcuction." j 6T �� S nom.er.►,c�.Q t 4• d i,( ..J4. 3 e•� 1 TRANSMITTAL DOCUMENT FOR JEA DATE: lo -- q- 94 The following permits have passed "rough" inspection: Permit No. Address 50 Ee�rcexxz�x�(�txksexioa+pxxlc Please update your records accordingly. `-_._ a BUILD N , CITY OF ATLANTIC BEACH /vcb 09 ,12,96 THU 15:24 FAX 904 733 7733 NO FL CLASSIC Z002 96-02-0538 NOTICE OF.COMMENCEMENT To whom it may concern: The undersigned' hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of FloridaNOTICE, the OF following information is stated in this COMMENCEMENT. Description of Property: of 5, Block 249, SECTION "H" ATLANTIC SFACH, according to the plat thereof, as recorded in Plat Book 18, Page 34, of the Current Public Records of Duval County, Florida. Florida General description of improvements: single. fWily c9welling Owner Pulto Home Corpomtiorz .^-- Address 8061 Phillips Highwalr #14 Jacksonville, Florida_ 32256 Owner's interest in site of the improvement - — Fee simple Title holder(if other than owner) Name Address 41 Contractor Pulte Home cgooraAa tion Address 8081 Phillips tiighwav Jacksonvillp4 Florida 32256 Surety(if any) Address Amount of bond $ . . - Name and address of any person making a loan for the construction of the improvements. Name Address Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name -- Address ICY addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713,06 [21 [b), Florida Si-atutes. (Fill in at Owner's option). Name Address Pulte Home Corp�orate4n, a Florida STATE OF Corporatio By: �} COUNTY OF Duval Owner CITY OF 4&444'0 BWCA 14" Office of Building Official REQUEST FOR iNSPECTIQi Rate Permit No.t m \ � Time t ' \ ' i Received t t Job Address Locality \ Owner's 1 11 s �. °O0 � s} Name A (_�k/�Ss J c— Contractor eo qA 4O'i�a a/��r ark s O''� BUILDING CONCRETE ELECTRICAL Pi UM jb A 8�ro yam °'iJ S°i 'l`rsa { ted, Framing LFooting Rough Wiring Rough �� Re Rooting Slab G1, Temp Pole C Top Out f�'y `'ojrga r �r y A �'� Insulation E, Lintel 0 Final ❑ Sewer READY FOR INSPECTION do Tues. Thurs. ! r'O ego 4 \ \\\ 1 A.M. rraoa�s ©r� \ bion Made P.M. Final Inspection I ✓ Certificate of Occ r�A 60, Date �© fN0,11� \ S o 0 S �• � os ' 4iz 4,IV01 `l 1rA/ a 7e a mrA�� DATE: g-- g> -9z PRE:-SERVICE: DIVISION JACKSONVILLE; ELECTRIC AUTHORITY 23:3 WEST DUVAL S I'REET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE !_:ATI SFACTORY : _ ?�------ __--------- .----------------- ! ------------- -------------------------------------- -------------- 1?uclosed are the blue copies of the permits. r ERELY j,4.` ' BUIL ING(�CINSPLUTION DIVISION c : FILE CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 9(k) 19 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 ORDINANCE —0008471 Munson end Bryan Elelk Co. 14 2 3 j M E 2 5 7 ELECTRICAL FIRM: �f �r MASTER NAMEI r10r(�ci �l4 SSl�-1-toA!�ADDRESS: 113) 3a-c M(Q-e p I RF D BOX BLDG.SIZE_,� Aler 0Ql t bJ2v�Rc � BETWEEN: d-"�os�Intiw2 5� RES.(>1 APT.( 1 COMM. ( ? PUBLIC( 1 INDUS.l 1 NEW( ! OLD( ) REW.( ) ADDITION ( ) TRAILER ( ) TEMP.04 SIGNS ( 1 SQ. FT. SERVICE: NEW IDU INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE -44AMPS SO COPPER ALUM. �i .MIICH OR BREAKER AMPS l PH —6 W v VOLTRACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO, SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS, 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED0.100 AMPS. Iovers APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORM ERS: UNDER 600 V. OVER 600 V. ___ ` P _--__—T ...__- - i` DEPARTMENT QF BtfIC ' CITY OF ATLANTIC BEACH INFt3R ATI ON -- -- LOCATION INFO ATION P . " mbar: 12,517 Address: 1431 JASHINE stREET tType:PLUMBING . ATLANTIC BEACH, FLORIDA 32.233 of N UZ s F 1 --------- LEtA L D� ESCR I,PT I ON + rr. Vgjyt � �Pe:Woo �FRjW P cmeedsk:SINfIE BIOA1749 L t: p r FAMIL'Y SectionOL Subd Rn e 0 3 willing : j Subdivi sion:SEtTION H Rpt. Value, 0.00 'ptal T+'er 3. 5{l writ � 3.$ Nf3 N Nba t EW HOME TI ONL �.. _Qc- IT . APPLICATION FES` A -S C NO;lw 3< 5 Addr# 8t: IrII �AY IL r, LORIAA 32# 0 w R R PORNAT I lH IIO HA 1'L MSING A RSON FLA. 32210 L Exp i NOTES NOTI .—ALL CI fi1DRI, FORMS AMD FOOTINGS MUIa'f EG"f Q"Fon p41JRIt PERMIT fQIC}StX MONTHS AFTER DATE O'ISSUE BULLI INC MATERIAL,RUBBISH AIT DEBRIS,FROM THIS WORK MUST NOT$;PLANED*$PUSLIC SPACE,AND M G Ei?UP AhtD MAI,lLI D`AWAY BY El*eR CONTRACTOR OR OWNER UST t3E :00#49PILY:WITH THE MECHANIC- I y iE FORTH 'if 7 IMP ` MMIW tt}APPROVEDPLANS WHICH ARE.PART OF THIS WI~RIVItT AND ECT TO ' .E t11tIa10NS t)F LAVH. van- �; S1�T196.8Y . ASC BEACH WILDING t7EPARTM ENT 4 ml CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATIONV/. OWNER OF PROPERTY: /)(. 117 OF BUILDING CONTRACTOR: PLUMBING CONTRACTOR DON HARRIS PLUMBING Co AND ADDRESS: P. 0. BOX 14668 TELEPHONE NUMBER: (904) 772-0900 C F C - 41919 4 STATE LICENSE NO: '' TYPE OF BUILDING: TYPE OF WORK: AzzA 14k,0610;; HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ :15�---/- - ---------------------------------------- ------ 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 (DEPARTMENT OF BUI'Off4G { CITY OF ATLANTIC REACH Permit Wim r: 12472 LOCA " C3» INF �#T T ON Addraesa a J431 ASMINIC .F EET ' rmi t Typo:mzc9AN2 CAL ATLANTlc BEACH PL ClRIIIA 32233 l 6 C € W+ r : tEW' --�--w-- - LEGAL DESCRIPTION - -------- � --- 4 Cc9ostr. Typo:WOOD pAME rtBTc,ok:249 Lat_:5 VTwp! +� 1 y :Xovds@d Uro:SINGLE ?AMr2L'Y SQCticin, 0 Su►bd: Ing 4 s5t . vaiu". 00 �+arav, Cos : 0.00 � ota "vK .00, ���tf 60 . j v ' TCN ._ . ..: ; APPLICATION FEES Wiss C H 93.00 R ATI me A INC '& CC3NI . ORANGE , FLORIDA 32473 U 9EtP T 3. NOTES: i i NO.lnM—A;L1,.CONGRll"tE FORM MD FOaMQS MUST. Pls# 94"E POUFNI PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIA(.,fiUBBISH AND &FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND I�IUST BE � j CLEARED UP AND t Jlil)AWAY'BY EITHER CONTRACTOR OR OWNER KiL` �* ' .CC+ ' ;� xT14E ECH�N ' . E LAW 1' ,CAH RESULT1H AYINGTf ICE FOIRTHE S ILDIN MPRO E ISSUED ACCORfltt TO APFRQVED"PLANS WHICH ARE PART OF THIS PERMIT,AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. f43.81114 Was M_*8UIt PARTAlIEN7' 1 32c�18119 111 '" 3Q.Ca - BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC 9EACH, F _ORIDA 32298 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I. /yJi 41, S LOCATION Street Address: OF Intersecting Streets: Between /s S/ And /Z'P C_1 BUILDING Sub-division II. IDENTIFICATION — To be completed by all applicants . In consideration of permit given for doing the work as described in th•> 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 therein. Name of Mechanical c Go w a n ' s Heating & Air- Contractors Contractor (Print) Cond . Inc. Master CACO-18970 Name of M-48 Property Owner al-7 Signature of Owner Signature of or Authorized Agent / C -Z C �/`-" t or Engineer IN. GENERAL INFORMATION T A. Type of hosting fuel: B' *8"fric IS OTHER CONSTRUCTION BEING DONE ON THIS BUILDING OR SITE? (3 Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil I PERMIT . - ;.3r dW ❑ Other -- Specify IV. MECHANICAL EQUIPMENT TO It INSTALLED ` NATURE OF WORK (Provide complete list of components on back of his form) Residential or ❑ Commercial Heat ❑ Space ❑ Roceaod Central Q Boor New Building lqvAi Conditioning. 0Room dntrel j� ❑ Existing Building cf Syehm: INehrw (�J Th;ckn•••'1 ❑ Replacement of existing system Maximum capacity �DJ c.f.m. E�_'New Installation(No system previously Installed) O Extension or add-on to existing system ❑ Refrigeration ❑ Other — Speclly ❑ Cooling tower: Capacity g.p.ns. ❑ Fire sprinklers: Number of heads_ - ❑ Elevator ❑ Monlift ❑ Escalator (number) THIS SPACE POR OFFICE USE ONLY ❑ . Gasoline pumps (number) (Received) ❑ Tank: (number) Remarks ❑ LPG contain*•+ (number) ❑ Unfired pressure vassal O (oilers Permit Approved by Date ❑ Other — Specify Permit Fe. LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT J1p� Number Unita Description Model Number Manufacturer (TOM) 111 a� BEACH FLORIDA 1 Z-0 CITY OF ATLANTIC , Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 _f 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 REGLIk WNS, CODES AND CITY OF ATLANTIC BEACH ORDIN�IVCC �E{{ :.. Munson and Bryan e � ER-0008471 ELECTRICAL FIRM: MASTER ELECTRI NAMEI t0 )y ACL da-SSS C ADDRESS: 143) �Q CtM1V1--- '+ �� BOX (-low�e5 BLDG.SIZEL�'t-�`Ie h��nmf-- BETWEEN: a SVvvh`e RES.*4 APT.( 1 COMM. ( ) PUBLIC ( 1 INDUS.1 1 NEW(>4 OLD ( ) REW.( ) ADDITION ( TRAILER ( ) TEMP. 1 SIGNS ( 1 SQ. FT. SERVICE: �NEW - INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE "7 AMPS 1,C-> COPPER ALUM. (3o SWITCH OR E E I C) AMPS PH 3w V LT /)"4,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 0.30 AMPS, 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 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 0.1OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. t DEPARTMENT OF WILDING A CITY OF ATLANTIC SEACI ' P yr a 1,22 `' 3 Addr zas 1 ASMINe, StR Vice m 000 it TySUI LD 1,NO ATL ANT10 B SI, PLt� 17R � Cas flf W aOlt;N� ----...:� «., t��CT��+ DR���� 'To ----- - - ------ . T �W ?Cl �� El ok-: 4 Lit w #i�*p as�ed Us :SINGLE PA14ILY Sec��ani � Subd� + � ubdiv Bion:S��ON DWel 1 in � �,. �t . Valu+ : 0 .00 Ir+Prov. Cst: 48 ,10.00 Total ,Fe . 3;2`63. 60 amount 263*60' ,a �_. , A C E. 3.97 . D r` Ad+ r Y IMMAT WATER I 10 ' LOR,I DA 32 RADQI!i «3 -WµR , 7, / ►g1 * P FC? T T RADON " E sl . emm So pro AMM � CR60 COONRCT TOW 36.0 IV 114PXCT �PME 15,0 00 tY ' ' .:� �. FF jot NOT=-�-ALL COMM AND Ft3MNU MUST RE w/ f'EAM VOID SIX MONTHS AFTER DATE O OU l 1 f ERIA1,.RUBBIISH AI`ID�1S FROM THIS WORK MUST NOT;$Er. ®IN PUBIC SPACE,A � CSA IiAULEA AWAY BY EITHER CONTRACTOR OA O1 NLR .+ r cF' r #4pL '' H THE, ME H � . ''R y TV ,, E P I►�fINGIWICE FORTH ��HG IMP ROVEtI�EE�� ICH ARE PART OF THIS ATLMTIC BE Btlttt} I D ENT CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address I -TA 5 M I tj iE Date ­3 ?(0 Heated Square Footage@ per s' (I f t 41 , Garage/Shed S 3 (d $ aa Per sq ft C) 6 Carport/Porch 0 C�_p per s q t Deck b __@ 'e' 0 per sq ft Patio @ -per sq ft TOTAL VALUATION : C) Tot lfValu ,at­i on 1st $ 4z '3 2 S - -2�0 - Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE + 1/2 Filing Fee ( t ) Fireplaces @ $15 , 00 BUILDING PERMIT FEE 297- 6z) WATER IMPACT FEE SEWER IMPACT FEE WATER METER/TAP CAPITAL IMPROVEMENT SEWER TAP (1(0q ) RADON (HRS) * 0050 SECTION H PAVING HYDRAULIC SHARES CROSS CONNECTION $ (1(09) SURCHARGE . 0050 F"y OTHER GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES: Mechanical__; Plumbing___, Electric/New Electric/Temp_; SwimmingPool Septic Tank Wel. l_____; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF 13CPERf�Y DESCRIPTION F �] / 6� SOI)tib:'lIN'OLE Ro Ai) 5— L _Y-- TLANTIC BEACH,FLORIDA 3__33-5445 Lot #'_ ___Block #)�`� _Section ��}^ 1996 TELEPHONE(904)247-5800 P4 �iC�_ FAX(904)247-5805 Subdivision:_ o���� Lt► SI Street Tiame L DESCRIPTION OF WORK or Address:--�-�31---- --f0—Ouc-,--- ---- Of If in a FLOOD HAZARD 11 X11 Flood Zone:--------------area complete page 3. Brief Single Family Dwelling Description:________________---_ Claus of Work: (New/Remodel/Addition)__ New-------- Z011ING INFORMATION Type of Construction:_ Wogd. ramed__________ Zoning Proposed istrict• UD _Use: Single Family Residence Estimated Value exceptions or __ _ Material,a:__�pruce� Pinel Furi_S: Pine ; variances Granteds . Solid or Filled ---------- -• -------------------- ----------- Ground:_,F,j,jlgd------Root:_$Y11II$ S5.__ OWNER INFORMATION Method of Heating:__El(<QLr1C________ Property Owner:_�T o r t h_Florid a C l a s s i c Homes phone: 733-7300 Moiling Address------- --------------- Jacksonville, Fl. Zip•-- 32256 ------------------------------------------------- --------------- CONTRACTOR INFORMATION Contractor:- North Florida Classic Homes------------ Phone:--733-7300 ---------------------- ------------ Mailing Address I_-_ R(1R Ph l;n j - ___ Ja�ksonv_ille�_Fl. ____________________.._____ Zip: 32256_____-___ --- - --- CRC042504 Expiration g_96 License Number:------------------- _______-__--- Date: -------------- I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO PC TRUE ` )) AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK VILL PC COMPLIED WITH. WHETHER SPECIFIED HEREIN OR NOT. THC GRANTING OF A PERMIT DOES HOT PRESUME TO i}i}►►TT GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL NUL>'. •. �. REGULATIONS, ORDINANCES. OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR T1+£ PERFORMANCE OF CONSTRUCTION OF THE PROJECT. Z UNDERSTAND THAT 7NC ISSUANCE OF T11I5 PERMIT IS 'i• v�y: ,,,�,.� CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE,BEEN OR SHALL BE PROVIDED AS REQUIRED. - -Date__ 1 j') Owner Signature _ _ _____ _ -�- ./s Contractor Si urs__ r I I I II ILL I I I L U .11 I L.L I V V L'-1 I J U V J fl r l ..! f J J 1✓ ✓1 I Y u V 1 V 4 V J TREE REKOVAL APPLICIATION SECTION A - APPLICATIONS MUS? BE RECEIVED BY CLOSE OF BUSINESS TUESDAY BEFORE THE MEETZING! rroperty owner 's hams Adgtess . TelepAone Location of Tree Removal/SiteAl�tion SECTION B - (To be completed by applicants whose property is xoned residential , Includes an existing dwelling, and which is not presently owner-occupied) I . What changes are proposed to the above specified site? d , Nnat is th purpose of t'hest roposed hange ? s. Specify tree proposed fox removal as ollovs: Tree Count Species Sise(DBH x HOT) Condition 0A 9 a , Wall these trees be relocated on the same property? s . It not . will replacement trees be ylanted? E. Specify Rroposed replacement trees as follows: Tree Count species sise(DBH s BOT) 1%ttacn site pian. (Note: All trees proposed for removal wust be marked on site by rS4 tape or flagging). t O lig HHLL HIL HCH TEL No . 2475805 Apr 3 , 95 15 : 31 No .010 P .04 SECTION 0 - (All other Applicants) 1 . Property Zoning: 2 . submit the following: SITE PL"ITRUE BUtVii iddioatiog: a) Sit* topography, existing and proposed grades b) Exiating and proposed structures c) Location of all trees w/DAN of six inches or amore d) Tree species and sizes a) Trees to be removed should be elearly �rked t1 Trees to be relocated should be clearly waked q) Location of any proposed replaceatent trees h) Identity trees of special or unique characteristic i ) Idenity trees within 10 toot of oonstruction areas jJ Snow location and type at tree protective barriers k) Location of utilities, accesses and •eadments 1 ) Location of vehicle travel corridors M) Location of commercial sprinklerA rrigation systems n) man ) o) Staging areas for equipment and material storage "s , All trees identified for removal must be marked on site by Jai tiagging or tape. SECTION C I agree to comply with the rules and practices established in Chapter 23, Acticie It Of the Code 4t Oroinaneos of Atlantic Beach. Hera ure Date Applicant has complied with all provisions of Chapter 23 and requirements of the Tree Conservation Soard. Tree Ca ervation 8o rd Designee Daft* NOTE: "Tree Protection for lriailders MW Developers" is available at City Hall or from the Divlsl,oa at forestry, 4714 Nest Seaver Street, Jacksonville, !L 32220. (741-1434) i v 11Y HHLL HIL BCH TEL No . 2475805 Apr 3 , 95 15 : 31 No .010 P .02 FLOODPLAIM DEVELOPMENT XNPOnHATYOIJ Type of Developsantt.►NM! L ow wwTa�► .►.irrw mew r. r�r—�. Flood Zone#M__...,.-.,.r...[:a.r,..__...._....,..� f pwgvired Uowwot Floor Xiwationg `' y .—.4w r,wa ww�e�rr�.a if building is located vIthin a flood hazafrd zone, a rurvor moat be ii*de AFTER TMX BLAS HAS ttBM POURZO, eertitying than the LOvEST FLOOR CLBVATION is equal to or above the boos, flood elevation establisAad Near that alone. No final Inspection vAii be sada and no oelrtidiosto of occupancy viii de Issued until the survey to on &Vtia vdth the Buiidtnp Department. CQMM�IeTS� Applicant • Ackoovle4ftes"to Y understand that the issuance oi' this permit In cmatinornt upas► the above 3nforsation b0100 eorredt and that the V4000 WW SUPPOating data bow* boon or shell be provided as required. Z agree, to oospiy► MAth SAA appALcable provisions at OrdAfto6sw Mer• 26-7-49 and all other lore or ordinanc4e atfeattsng the proposed devoloprent. Date-------..------•AppItoont'a Signature--------------------------- ----------- --- .------. ----- ---..__--------------rra....rr.. --------- Department Use R.gwL rod Lowest Floor Xlevativn Am Built Lowest Flooe taawatiod ------- r------mew Swrvey Plied vsth Ouildinq Department ........... 8uildinp Dopa=gent R�rpresarAtrlivo page 1 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 i BATH (8) TUB OR SHOWER STALL (6) f Z WATER 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) 1 WASHING MACHINE (3) POT, SCULLERY SINK (4) _DISHWASHER (2) Z WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) —L_KITCHEV SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) 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) . S SHOP (2) SURGEONS SINK (3) LAVATORY. SURGEONS (2) JACUZZI (2) C) URINAL STALL. WASHOUT (4) TOTAL FIXTURE UNITS Q- $20.00 EACH $ IW O. 60 JOB INFORMATION_ I V3 f J(f SKI AJr �T kNFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHFCK PRACTICE #1 606 . 1 COMPLY W111 ALL INFrLTRATION PRESCRIPTIVES . --------------------------------------------------------------------------------- Windows 606 . 1 Maximum of 0 , 34 CFM per linear foot of operable sash crack ( includes sliding glass doors) . ----------------------------------------------------------- --------------------- Exterior & 606 . 1 Maximum of 0 , 5 CFM per sq , ft . of door area: solid Adjacent Doors core , wood panel , insulated or glass doors only , _.- .---____.r______-___.- Exter:ior Joints 606 , 1 To be caulked , gasketed , weather-stripped or other- & Cracks wise seated . __-._._____.-__._____.-.. PRAC'.l'ICE; #2 . 606 . 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Top plate penetrations sealed , Infiltration barrier & Floors installed . Sale Plate/floor joint caulked or sealed . ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Penetrations , joints and cracks on interior surface & Ceilings caulked , sealed or gay key ted . -------------------------------------------------------------------------------- DuctWork 606 , 1 Ductwork in unconditioned space must be sealed . -------------------------------------------------------------------------------- Fireplaces 606 , 1 Equipped with outside combustion air, doors and flue dampers . - ----------------------------------------------------------------------------- Exhaust Fans 606 . 1 Equipped with dampers , Combustion devices see 606 , 10 . 2 . --------------------------------------------------------------------------------- Combustion 60611 Combustion space and water heating systems provided Heating with outside combustion air, except direct vent appliances , -------------------------------------------------------------------------------- ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences . ) ** -------------------------------------------------------------------------------- Water Beaters 612 , 1 Comply with efficiency requirements in Table 6-11 . Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided , External or built- in heat trap required . ------------------------------------------------------------------------------- Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar Spas heated) . Non-commercial pools must have as pump timer. Gas spa k pool heaters must have as minimum thermal. efficiency of 78 percent . w___.___--___ Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. -------------------------------------------------------------------------------- Air Distribution 610 . 1 All ducts , fittings , mechanical equipment and plenum Systems chambers shall be mechanically attached, sealed , ins- ulated and installed in accordance with the criteria of Section 610 , Ducts in unconditioned attics must be insulated to a minimum of R-6 . Air handlers shall not be installed in attics unless in mechanical closet . ------------------------------------------------------------------------------_ HVAC Controls 607 . 1 Separate readily accessible manual or automatic thermostat for each system. ----------------------------------------------------------- ---------------------- Insulation 604 . 1 Ceilings minimum R- 19 , Common Walls - Frame R-11 or 602 , 1 CBS R-3 both sides . Common ceiling & floors R-11 . ------------------------------------------------------------------------ SUMMER CALCULATIONS BASE AS-BUILT GLASS--..-_-.__.__--._-_-_ -_ -- OR:I.EN LASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORTEN AREA x SPM x SOF W POINTS -------------------------------------------------------------------------------- N 15 . 00 65 . 8 987 , 0 1 SOL CLR N 15 . 0 40 . 7 . 91 556. 4 E 29 . 00 65 . 8 1908 . 2 SOL CLR F 15 . 0 84 . 9 . 88 11101 SOL CLR E 14 . 0 84 . 9 . 75 887 . 8 S 54 . 00 65 . 8 3553 , 2 SUL CLR S 20 . 0 73 . 2 84 1223 . 0 s(;',1, c'I,R S 34 , 0 73 . 2 . 89 22230 W 20 . 00 65 . 8 1316 , 0 SOL CLR w 20 . 0 84 , 9 . 86 1464 , 8 ------------------------------------------------------------------------------- , 15 x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS Al J GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------------------------- . 15 1 , 1€1<3 . €1€3 118 . 00 1 . 410 7 , 764% 40 10 , 945 . 83 1 7 ,474 . 41 NON GLASS------------- AREA x BSPM = POINTS I TYPE R-VALUE AREA x SPM = POINTS WALLS-----_ -_.__.._.-_.--_---..._.-.. Ext. ALLS------------------- Ext 923 . 0 . 9 830 . 7 Ext Wood Frame 11 . 0 923 , 0 1 . 70 1569 . 1 Adi 238 . 0 17 166 , 6 1 Adj Wood Frame 11 . 0 238 . 0 . 70 166 , 6 DOORS--------------- - Ext 20 . 0 6 _1 122 , 0 1 Ext Insuiated 20 . 0 4 , 10 82 . G Act 18 . 0 2 . 4 43 , 2 1 Adi Insulated 1810 1 . 60 2 8 . 8, CEILINGS-_--_----.-__-._--.. � U A EILINGS--------------- UA 1109 . 0 . 6 665 . 4 Under Attic: 30 . 0 111810 . 60 670 . 8 Under Attic 19 . 0 66 . 0 1 . 10 725 FLOORS---------------- Slb 163 . 0 -37 . 0 -6031 . 0 Slab-on-Grade . 0 163 . 0 -41 . 20 -6715 . 6 INFILTRATION----------- 1109 . 0 8 . 0 8872 . 0 1 Practice 02 1109 . 0 8 . 00 8872 . 0 TOTAL SUMMER POINTS 15 , 614 , 73 12 , 220 . 0 TOTAL x SYSTEM = COOLING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS --------------------------------------------------------------------------------- 15 , 614 . 73 . 37 5 , 777 . 45 1 12 , 220 , 79 1 . 00 1 , 070 . 340 1 . 000 4 , 44502, WINTER CALCULATIONS BASE AS-BUILT GLASS------------------ ORIEN AREA x BWPM = POINTS TYPE SO ORIFN AREA x WPM x WC F POINTS ------------------------------------------------------------------------------- N 15 . 00 -30 , 6 -15S . 0 SOL CLR N 15 . 0 33 . 8 1 . 08 223 , 3 E 29 . 00 -10 . 6 -307 , 4 SOL CLR E 15 . 0 -3 . 8 . 27 -15 . 2 SOL CLR F 14 . 0 -3 . 8 _ 150 26 . 8 S 54 . 00 -10 . 6 -572 . 4 SOL CIS S 20 . 0 -24 , 0 . 90 -431 , 1 (;I..., S 34 , 0 -24 . 0 , 94 -767 , 0 W 20 . 00 -30 . 6 -212 , 0 1 SOL CIS W 20 . 0 -3 . 8 . 18 -13 ',I ------------------------- -------------------------------------------------------- . 15 x COND. FLOOR / TCTAL CLASS = ADJ . x GLASS ADJ CLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------_.. . 15 1 , 10, 00 118 . 00 1 . 410 . 1 , 25, 80 - 1 , 760 . 31 -976 , 5q NON GLASS-__._.__...___..__._._. Al EA LASS------------- AREA x BWPM = POINTS TYPE 1{-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS------------------ Ext 923 . 0 2 , 2 2030 . 6 Ext Wood Frame 11 . 0 923 . 0 3 . 70 n415 , 1 Adi 238 , 0 3 , 6 856 . 8 1 Adi Wood Frame 11 . 0 238 . 0 3 . 60 856 . 2 DOORS------------------ Ext 20 . 0 12 . 3 246 . 0 1 Ext Insulated 20 . 0 8 . 40 168 . 0 A d j 18 . 0 11 . 5 207 , 0 1 A d j Insulated 18 . 0 8 . 00 144 . 0 CEILINGS------------- UA 110910 1 . 2 1130 , 8 Under Attic 30 . 0 3118 . 0 1 . 20 134 1 . 6 Under Attic 19 . 0 6610 2 . 00 132 . 0 FLOORS----------------- Slb 163 . 0 8 . 0 1450 , 7 1 Slab-on-Grade . 0 163 . 0 18 . 80 3064 . 4 INFILTRATION--------- 1109 . 0 7 . 4 8206 . 6 i Practice 02 1109 . 0 7 , 40 8206 . 6 TOTAL WINTER POINTS 12 , 565 . 10 16 , 351 . 01 TCTAL x SYSTEM HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATTNG, WIN PTS Mf LT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 12 , 56S . Is . 55 6 , 910 , 85 1 16 , 351 . 91 1 , 00 1 . 070 . 484 1 . 000 8 , 468. 33 WATER HEATING BASE AS-BUILT NUM OF x MULT TOTAL TANK VOLUME RE TANK x MULT x CREDIT TOTAL BEDRMS RATIO M U Ll' --------------------------- --------------------------------------------------- 3 380310 11 , 40S , 00 30 . 92 1 . 000 3638 . 7 1 . 00 10 , 016 , 00 SUMMARY BASE AS-BUILT COOLING BEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAI-, POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POTNTS ------------------------------------------------------------- ------------------ 5777 . 5 6910 , 6 114000 24 , 097 . 10 i 4445 , 9 8468 , 3 10916 . 0 23 , 8S0 , 25 ENERGY GUTD1-� For detailed information of the EPI rating number or for any ITEM listed , ask your Builder for EP-I.= H8 . 9 DCA Form 60DA-93 or Form 60OB-93 0 10 20 10 40 50 60 70 80 90 100 ----------------------------- ----------Xq The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINUL CLR DBL TINT -------------------- INSULATION. . . . . . . . . . . . . . . . . . R- Ceiling R-Value . . . . . . . . . 10 . 0 1 --------------------X ! R-0 R-7 Wail R-Value . . . . . . . . . 11 , 0 1 _._._..-.-_._..__....--__-_...-._____X 1 R-0 R- 19 Floor R-Value . . . . . . . . . 0 . 0 .................... AIR CONDITIONER . . . . . . . . . . . . 10 . 0 SEER 17 . 0 SEER . , . . . . . . — . . . . . . 10 . 0 X.................... BEATING SYSTEM . . . . . . . . . . . . . . 6 . 8 11 S 11 F 12 . 0 Electric HSPF . . . . . . . . . . . . 7 . 0 -------------------- WATER BEATER . . . . . . . . . . . . . . . . 0 . 88 0 . 16 0 . 54 0 . 10 Gas EF . . . 0 . 00 1 --------------------- i 0 . 40 0 . 80 --------------------- OTHER FEATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . I . — I . . . . I . . . I certify .that these energy saving features required for the Florida Energy Code have been installed in this house . Builder 0 Address : Signature : ..... Date : City/Zip Florida Energy Code for Wilding Construction 1293 Florida Department of Community Affairs FL-EPL CARDG,'f SERIAL # 7.1. .16 Resmanuke) WHOLE HOUSE BEAT GAIN / BEAT LOSS CALCULATION USING FLA/RES(c) DATA FILES (BASED ON A. C. C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A. C. C. AJ Project name 1109 Address LOT 5 ATLANTIC REACH City/State Owner Builder N F C HVAC contr. McGOWAN Cond Fl Area: 1109 SF * GLASS/SF RATIO == 11% * House Faces : East-, * Climatic Conditions & Design Conditions * ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville --------------------------------------------------------------------------- North Latitude Elevation 30 Dog . 24 Ft . Above Sea Leve 1, Outdoor Winter Dry Bulb 32 Dog . F Indoor Winter Dry Bulb 70 Deg . 14' Winter (Actual ) Temp . Diff. 38 Deg . F Winter Temp . Diff . (wTd) 40 Deg . F Outdoor Summer Dry Bulb 94 Deg . F Outdoor Summer Wet Bulb 77 Deg . F Outdoor Summer Bum. Ratio GrAb 1 114 Indoor Summer Relaltive Bum. 50% Indoor Summer Design Gr/Lb . 49 Indoor Summer Dry Bulb 75 Deg , F Summer Daily Range 19 De V Summer (Actual) Temp . Diff. 19 Deg . F Summer (User Sel ) Temp .Diff . (sTd) 20 Deg . F ---------------------------------------------------------------------------- * BEATING SUMMARY * SHAFFER DAT * COOLING SUMMARY * SUBTOTA1, 22242 , 56 ! STRUCTURE SENSIBLE 11236 , 38 'IMECH . VENT- 100 Cfm 2020 . 00 ' BENS . + MECB . VENT 13326. 18 TEMP . SWING @ 3 DEG. 1 . 00 '( OCCUPANT/APPLIANCE 3000 . 00 DUCT LOSS 1112 . 13 ! DUCT GAIN 1632 . 64, TOTAL LOSS/BTUB 23354 . 69 ! TOTAL SENSIBLE 17959 . 02 ' TOTAL LATENT 6655 . 85 ' SENSIBLE + LATENT 24614 . 87 20% OVERSIZE FACTOR 4670 . 94 120Z SFNS .OVRSZF FTR: 3591 . 80 ACTUAL + 20% OVERSIZE: 16326 . 18 ! SENS . + 20% OVERSIZE: 21550 . 82 HTG FTR = 43 . 2 CLG FTH = 22 . 7 ; CLG DESIGN CFM 791 . 84 EQUIPMENT SELECTION * EQT MANUF CARRIER CU* MOD # 38YCB024-3 ABU MOD # 1+A4ANF0300 BTG INP/BTUH UTG OUTP/BTUD AFUE/HSPF 7 TYPE UP SENSIBLE BTUH 18000 LATENT BTUH 6200 TTI, CLG BTUH 24.200 TONAGE 2 MEER 10 CLG CFM 1.000 HTG CFM 1.000 Florida Building Energy-Efficiency Rating Systems for Now Residential Buildings Raters Name : GILBERT MILLER Raters Certification 0 : 044 Street Address : LOT 5 BLK 249 City : ATLANTIC BEACH WEST County : No County Input.. Climate Zone : NORTH End Use Fuel Costs Site Energy Energy Score Site Costs Cost Score cooling : 23 . 73 4 . 5 B4 106 83 heating : 23 . 73 8 . 5 81 202 89 Lighting : 23 . 73 2 . 5 42 60 36 Misc : 23 . 73 5 . 4 63 129 60 Refrig : 23 . 73 5 . 1 42 126 37 Hot Water: 23 . 73 1.2 . 4 40 294 14 Dryer: 23 . 73 2 . 6 615 61 27 Stave : 23 , 73 2 . 2 65 51. Yl Pool : 23 . 73 0 . 0 0 0 0 TOTALS 43 . 4 68 1029 54 Estimated Annual Site Energy Use 43 . 38 MBtus Estimated Annual Purchased Energy Cost $ = 1029 , 39 Total Energy Rating (Energy Score) = 67 , 74 Total Cost Rating (Cost Score) = 54 , 03 Rating Range Low Use Low Cost High Use High Cost. MBVu $ MBtU $ Cooling : 1 . 3 29 2113 474 Heating : 1 . 8 40 38 . 1 509 Lighting : 0 . 8 17 34 84 Mist: : 1 . 3 28 12 . 6 281 Refrig . : 1 . 4. 30 8 . 2 182 Hot Water: 1 . 1 11 20 . 0 339 Dryer: 2 . 1, 20 3 . 4 76 Stove : 1 . 8 17 2 . 9 69 Pool : 0 . 0 0 0 . 0 0 TOTALS 11 . 5 192 110 . 4 2014 OWNERAGEN'T................ --------------_............. ............._.-........... ........ ---- .......--------------------- ......... DATE :1)ATE. ............. ---------------------- .. ........................... .............. PLOT PLAN OF' LOT BLOCK 4°J AS SHOWN ON MAP OF 50C rICA l 74 " ATL ANTIC BfiACW AS nECOnDED IN PAAr 900K PAOES OF TNS CURRENT PUBLIC RECOR09 OF vaVAL 94y f l A FOR. a(an!%f kAAJ Ertl tl'�Il'iiitl .n co r 4 -. ,., C+�•�'t Lit ,d �v 12" Ovu 8L@01A W5 I uj i P% 4 22 t'. ge,�. �FIs,L H v1 v Da�vE "DWSLE OAK ,r 7,5 41MC. a Oqx ` s �,OAKxlK �pC°fie J i of 10 h ' V for Is AS cO�DED OCk T !ly P+�4T �E "/?"/ 2 P�A A, ~G� BOOM � p/�,/ '�, „ ` ,o� A'�/ 0F. 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