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Permits 1080 Little Cypress Key (vault) � 4 ADDRESS " o 'd'e BUILDING PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMB I NG-1 SLAB FRAMING '�l` COVER-UP INSULATION FINAL BUILDING b ' CERTIFICATE OF OCCUPANCY-3 ELECTRICAL PERMIT # / l INSPECTIONS ROUGH FINAL MECHANICAL PERMIT PLUMBING PERMIT # NOTES: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD =' ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Jl �c}r� INSPECTION EMAIL REQUEST: Building-deptncoab.us Application Number . . . . . 07-00000963 Date 7/05/07 Property Address . . . . . . 1080 LITTLE CYPRESS KEY Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 CU lAHU ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SLOAN, ELISE DONOVAN HEATING & AIR 315 SIXTH AVENUE SOUTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-3785 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/01/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH MECHANICAL PERL W APPLICATION ,v Date: /o Property Address: Z,2PO tf(c 6�g a"sr ,)Q, ti Owner. (f /,1 -S d 4' h Telephone# Contractor: /Jy ri OL.) Ale A`, Telephone Contractor Address: Yis— 611' f Fax#: z- `7 Contractor Sivatere: in connidwaboo of permit given hr doing die wmt as descrYod in dye dboea galcount,we beteby some ger pedbcm said Watt is a000sdame arith the attached pleas god sp ciaacdions vdd*gee a part hereof and in acowdgnae ailb die Cady of Attaatic Beau anfismxs and smndad4 of ' lisbedihereio. Type ofOwtieg Rtes: If odw coustracdou is being done an Ws building or sib-,Haft be>ddieg pennit ' Eric ❑ Cms: LP Natntal Central Utility ❑ Oil ❑ O&W— DdEC MMCAL 8QUIPMENT TO B49 INSTALLED NATURB OF MORS Heat Space _Rtxessed P<Ceattral —Floor R,esidentid Air CmZ4c hF Rom ��enuat Cl Dua Sysbmw Mabetrial Thickness t] Commercial Ma3denun.cNWAY �► 13RCfi* taCuoei ❑ New Building ❑ Cooling Tower:City am ❑ Egg gig ❑ Fire Spr!Wders:Naber of Heads ❑ Fkvetar: MWM Escalabar (Number') tib.Reptac+ement ofFA-Cwg Sym ❑ Gasoline Pumps (Number) ❑ Tanks Ober) ❑ New Iaott E3 LPG Cams (Number) . ( P ► ) ❑ Uh* d Piessra'eVessel ❑ Extrusion or Add-on tQ Extstmg System ❑ Boilers ❑ Gas Piping ❑ Odw-Specify ❑ Other Specify UST ALL UII'A4�PiT AIR CO VDD RUMXMATMN EQUnMMr&CONDBtMWS Approvit� IftniberUsh D'a if- Modes# belosachow Tol s Agcy 1L4 eC,f etkn't P z� lr—w� /--x 3 L4 -t . HEATING—FORNAM sOn JM%4?d EPIAcXS&AIR BANDLZRIS Appr ng Number Uoifs Ihset%Om Model# mer Mrs Agency / ,�„cYl�'nrilCe. v�-- Y1'�C��-s'� �q-^��- ..��o v°J C.�•L. TANKS Nagoinai Opacity Type Ligwd gain] Approving HOWMany &Duns Cored Mna err Na 300 Sunhtole Road o Admtie Beach,Fiotrida 32233=5445 Phnnp-MAI'VA's conn- •: - i 1� S r G CP Z � Soo v Y w 3 c i s M Job: 5-1060 UNIT 8 T1 20'8" HIPS 7'0" THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP f2 N UPLIFT (LB): 780 780 WEBS 2x4 SP i3 BRG.LOC (FT): 0.00 20.38 TRUSS DESIGNED FOR 100 MPH WINO, 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. --------------------------------------------------------------- e1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIREMENTS ------------------- (fl-Gravity (-)-Uplift---- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' 0_C. ------------------ MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. N** UPLIFT NRN I NKN HANGER N*x H5 = -4550(Jacks Only) I.,4HUS26 = + 27510 -1286#00d 1ply) MTS12 - -10000 1 HUS26 - + 3315E -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(10d 2ply) MTT288 - -37860(2 Each) (IOd)I HHUS48 - + 51800 -20000(16d 2ply) MTT288 = -44550(2 Each) (16d)I HGUS48 = + 66400 -2199000d 2ply) MST60 - -46680(Per 2ply) I HGUS48 - + 80000 -2650006d 2ply) CS150 - -16500(Each) . I HGUS5.5- +113350 -39450(164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 20'8" !-1 L 7' _ "1 _ 6'8" 7* Y 5X4 3X4 5X4 EVI- u7 1.5X3 1.5X3 in 7 P v _3X6(B 1) X6 (8 1) 5 X X8'1' I 20'8 - L7. 6.8H —7' R=1991# W=3"8 -2150 -2150 R=1991# W=3"8 TAG = T1 SED: 10166 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY - i TOTAL 1 REV. 17.3q SCALE -0.2500 t ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF *IMPORTANT**SHALL MOT IERESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AHD TC OL 7.0 PSF DATE 04/14/95 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIDS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGNt � ���fA1LI1RE 70 BUILD i1f TRUSS IN CONFORMANCE NITN OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE v�ALPINE CONNECTORS APE MADE OF 206A 6ALY. STEEL 0EETING ASTM OUIREMEMTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10.0 PSF ORWG AN6 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH TACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - _ - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESISK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 47.0 0.0 PSF MSK CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF = TOT. 47•0 PSF O/A LEN. 20-8-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER f'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS pts 9-z FAC. 1 3 3 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. THEE �` DUR DUR.CZr1 Ar T rvr_ CFC AI7f]\IC +.•..� t-1 T OC ­TPt . TAI-p AIF 1NCTl TI QTc "ne T"". u...nu.. .rr.�..mr........n..r........n.. -.. ... Job: 5-1060 UNIT T2 20W HIPS 9'0" THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 12 N UPLIFT (LB): 410 410 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.38 TRUSS DESIGNED FOR 100 MPH WINO, 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 8.50' ENO 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 (0-Gravity (-)-Uplift --------------------------------------------------------------- xxx UPLIFT xxx 1 xxx HANGER xxx H5 - -455/(Jacks Only) I HUS25 - + 27511 -1286/(10d 1ply) MTS12 - -10001 1 HUS26 - + 3315E -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42991 -1660#(10d 2ply) MTT28B = -37861(2 Each) (10d)I HHUS48 = + 51801 -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS46 - + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(i6d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 9 2'8" -T 9• 4X5 4X5 1.5X3 1.5X3 7D to 3X4 (A1) X4 (Ai) X .�8'1" 20'8" R=1070# W=3'8 R=1070# W=3"8 TAG = T2 SED: 10170 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY 1 TOTAL = 1 REV. 17.3a SCALE =0.2500 ALPPNE ENGINEERED tN700ucTs. ITC. TRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF t *IMPORTANT**sH,uN07 BE RESPONSIBLE FDR ANY A RN I NG IN HANNx.]NG. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H18-91 BY TPI. SEE THIS DESIGN TC DL 7 0 PSF DATE 04/14/95 FAILURE 70 BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - veALPINE CONNECIDRS ARE MADE OF 20GA GALV, STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INOICATED, TOP - - BC OL 10.0 PSF ORWG A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x BC LL 47.0 0.0 PSF MSK CONNECTORS PER DRAWINGS 130, 130 C IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF _ TOT.LD. 47•0 PSF Q/A LEN, 20-8-0 CONFORM W{APPLICABLE PROVISIONS OF NDS C TPI. AN ENGIMEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER * p� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0�� Q � DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIEO UPON IN ANY OTHER WAY I DESIGN TO THE TRUSS ERECTION CONTRACTOR, Job: 5-1060 UNIT 8 T3 20'8" COMMON 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): 410 410 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.38 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/350 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 --------------------------------------------------------------- *xx UPLIFT *NN ) xxx HANGER x** H5 = -455#(Jacks Only) I HUS26 = .+ 27511 -1286#(10d 1ply} MTS12 - -1000# I HUS26 -'+ 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) i HHUS48 + 4299# -16601(fOd 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 + 51801 -2000#06d 2ply) MTT288 = -44551(2 Each) (16d)1 HGUS48 + 6640# -2199#00d 20y) MST60 - -4688#(Per 2ply) 1 HGUS48 = + 80001 -26500(16d 2ply) CS150 - -1650 (Each) . 1 HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10'4" _I 4X4 1.5X3 1 .5X3 0 r-R 7 D 3x4 (A i) 3x4 (A i) _ 5 }- 20'8" �--, R=1070# W=3"8 R=1070# W=3"8 TAG = T22 SEO: 10172 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY 4 TOTAL = 4 REV. 17.3a SCALE =0.2500 ALPINE ENGINEERED PRODUICTS, INC. TRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY WARNING TN HANDLING. ERECTION AND 1111„ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI, SEE THIS DESIGN e'.,V TC DL 7.0 PSF GATE 04/14/95 FAILURE TO BUILD THE TRUSS iN CONFORMANCE W17H OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MAGE OF 20GA GALY. STEEL HEEt[N6 ASTM OUIR>EMENTS. 1NLE35 Ot/ERWISE [NOtCATEO. TOP - BC DL 10 0 PSF DRWG AaA6 GR B EXCEPT AS NOTED. APPLY CONNECTORS i0 EACH FACE OF GORO SHALL BE LAIERALIY BRACED WITH PROPER - /F'••IRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORDBC LL ,1-07 •0 PSF MSK CONNECTORS PER DRAWINGS 130. 150 C 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - TOT.LO. 4/ .0 PSF O/A LEN. 20-8-0 COWOHW W/APPLICAOLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPERSEk ON iNi3 DRAWING APPLIES TO TIE C0IPOHENT DEPICTED HERE BNYMALL APPLtCAiIOM, FUNWIISH A COPY OF THIS R.1=AC• 1 .33 IN ONLY, ANO SHALL IAT BE RELIED UP01R IW ANY OTHER WAY. DESIGN i0 THE TRUSS ERECTION CONTRACTOR. ` ,--TPI - TRUSS RATE IMSYIIUTE NOS . 1991 NATIONAL OFSTRRH SPFcTFiLAnON FOP WM10 FMICTPILII"N SPACING 24.0" TYM: rLIMN 6 Job: 5-1060 UNIT 8 T4G 6'0" RSC GABLE THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 120 PLF WEBS 2x4 SP 03 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. --------------------------------------------------------------- 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 --------------------------------------------------------------- SHIM ALL SUPPORTS TO SOLID BEARING. xxx UPLIFT xxx I xxx HANGER xxx H5 -455#(Jacks Only) I HUS26 =•,'+ 2751# -12860(10d 1ply) ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. MTS12 = -1000# 1 HUS26 - + 3315# -1550#06d 1ply) MTS12 = -2000#(2 Each) I HHUS48 - + 4299# -1660#(104 2ply) MTT28B = -37861(2 Each) (1001 HHUS48 - + 5180# -2000006d 2ply) MTT288 -4455#(2 Each) (1601 HGUS48 - + 6640# -21990(fOd 2ply) MST60 = -4688#(Per 2ply) 1 HGUS48 - + 8000# -26500(16d 2ply) CS150 -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) ---------------------- ----------------------------------------- 14'8"9 AEFEDtNCE HOLMES LUMBER ? TA�,,fHEET FOR UPLIFT/HANGER DETAILS 4X4 3X4 Ln 3X4 7F:7 DO 3X4 (A 1) V0'i' 3X4 (Al) N 4', g' 1" X X 3X3 m f 20'4"8 _F1 R=1069# W=3"8 R=860# W=3"8 R=134 Of W=5'4" TAG.= T3 SED: 10176 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 17.3 SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF t *IMPORTANT**SHALL NOT 6E RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANI BRACING. SEE HT8-91 BY TPI. SEE THIS DESIGN � i� TC OL 7 0 PSF DATE 04/14/95 FAILURE TO BUILD THE TAM IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE v -ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHDRO SMALL BE LATERALLY BRACED WITH PROPER 0.0 pSF MSK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W5605 BC LL 47.0 t CONNECTORS PER DRAWINGS 130. 150 L IGOA-F. DESIGN STANDARDS WITH PPOPEALY ATTACHED RIGID CEILING -- SEE STATE OF = TOT.LO. 4 7•0 PSF O/A LEN. 26-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER ' E P` SEAL ON THIS SHAMING APPLIES 10 THE COMPONENT DEPICTED MEMF DRYWALL APPLICATION. FURNISH A CORY OF THIS ' 0 Q`` OUR.FAC. ttt1 3 3 r..r,r IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. 1TTT"`F--_ r CCI A F`T kit- '1A FT" C D G r 1 ' Job: 5-10 60 UNIT T4 26'0" RUC THIS OWG. PREPARED FROM COMPUTER INPUT LOADS S DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 400 400 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.38 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. --------------------------------------------------------------- (A) 1X4 'T' BRACE. SAME GRADE AS WES MEMBER. ATTACH WITH TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS 80 NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BYM-gravity (-)-Uplift ERECTION CONTRACTOR. --------------------------------------------------------------- NxW UPLIFT NN11 I N*W HANGER TWIT A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 = -455#(Jacks Only) I HUS26 = + 27510 -1286#((70d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NTS12 • -10000 1 HUS26 - + 3315# -1550#(16d iply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -16601110d 2ply) SHIM ALL SUPPORTS TO SOLID BEARING. MTT28B - -37861(2 Each) (10d)1 HHUS48 - + 5180# -2000#(16d 2ply) MTT28B . -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#00d 20y) MST60 • -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) CS150 K -1650#(Each) . I HGUS5.5- +11335# -39451(16d 3ply) --------------------------------------------------------------- �� 14 8"9 REFER NCE HOLMES LUMBER ?y AkIHEET FOR UPLIFT/HA GEA DETAILS 4X4 l 1.5X3 to 1.5X3 (A) �+ 7 Co 3X4 (A 1) 10'1" 3X4 (A 1) N 3X4 3X4 3X3 20 4"8 X3 f ATF 26' - -(- -1 R=1051# W=3"8 R=1274# W=3"B R=316# W=3"8 TAG T223 SED: 10178 PLT. TY .-ALPINE DESIGN CRIT=TPI QTY 1 TOTAL = 1 REV. 17.3a SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CAPE 04/14/95 TC LL 30 .0 PSF REF t XIMPORTANT**SHALL NOT BE RESPONSIBLE FOR A. rARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN ♦�1 � � ��� TC DL 7.0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI, FOR ADDITIONAL SPECIAL PERMANEMI BRACING RE ALPINE CONNECTORS APE MADE OF 206A 6ALV. STEEL MEETING ASTN OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - MSK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM j R85605 BC LL 47 .0 0.0 PSF CONNECTORS PER DRAWINGS 130. 150 L 160A-F. DESIGN STANDARDS WI1H PROPERLY ATTACHED RIGID CEILING _ STATE OF = TOT.LD. 4 7 •O PSF 0/A LEN. 26-0-0 CONFORM w/APPLICABLE PROVISIONS NDS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUNISH A COPY o . � '� DIfFl.FAC. 1 •33 IN ONLY, ANO SHALL TOT BE RELIED UPON IN ANY OTfERWAY. DESIGN TO THE TRUSS ERECTION CONTRACT _t•^y4- ISPACING �4.O" 7VOC CUFFC� "--TFT . Tmlee M ATF Nue.ennc u"e - Loa• uA TTt•"A1 �reNr.•<acricir.T.•w r .-r....e..,........., N.•...... Job: 5-10 0 UNIT T5G 6*0' DTC GABLE 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. 11991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 120 PLF WEBS 2x4 SP 03 BRG.LOC (FT): OVER CONTINUOUS SUPPORT TRUSS DESIGNED FOR 100 MPH WIND, 19.53 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED OR FULLY OPEN BUILDING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS GABLE END WILL SUPPORT UP TO 2'0' OVERHANG ALONG THE TOP (+)-Gravity (-)-Uplift CHORD. REFER TO DRAWING GE-001, GE-002. OR 876, 719 FOR STUD --------------------------------------------------------------- VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO Wxx UPLIFT Wxx I Wxx HANGER **x TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING H5 - -455#(Jacks Only) i HUS26 = + 2751E -1286#,(10d 1ply) DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE MTS12 - -10000 HUS26 - + 33150 -1550#06d 1ply) RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO MTS12 - -2000#(2 Each) HHUS48 - + 4299# -%60#000 20y) SUPPORT 2'0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. MTT288 - -3786#(2 Each) (1001 HHUS48 - + 5180# -2000#(16d 2ply) MTT288 - -4455#(2 Each) (16d)l HGUS48 - + 6640# -2199#(10(1 2ply) THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#06(1 2ply) DESIGN, CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND CS150 - -1650#(Each) 1 HGUS5.5= +113350 -3945#06d 3ply) ALL TRUSS TO WALL CONNECTIONS. ----------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: FOR VERTICALS LESS THAN 4'0": 1.5X3 ALPINE, 13 WOODLOC. ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. FOR VERTICALS GREATER THAN 4'0 2X4 ALPINE, 23 WOODLOC. �3' - 3' 3X4 v 7 � C11 2X4 (D 1) X4 (01) —�4 18'7"12 6 R=94 plf W=6' TAY.= T18 SED: 10162 PL TYP.-ALPINE DESIGN CRIT=TPI QTY - 1 TOTAL = i REV, 17.3 SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. iRUSSEs REOuIIE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF n In x I MPOR T ANTIS X MALL NOT BE RESPONSIBLE FOR ANYWARNING iN HANDLING. £RECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN grNE 1TC OL 7.0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05188 BY TPI. FOR ADDITIONAL SPECIAL PERMAMENI SPACING REALPINE CONECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 •0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHHOROBC LL 0•0 PSF MSK CONNECTORS PEP 04ANINGS 130, 150 C 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHEORIGID CEILING -- SEE = TOT,LD. 47 •O PSF 0/A LEN. 6-O—O CONFORM N/APPLICABLE PROVISIONS OF NOS C TPI. AM ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TH15 ova.FAC. i .33 tN d0.Y, AND SHALL MDT 8E RELIED UPON IN ANY OBER MAY. DESIGN TO THE rHalss ERECTION[oHurRAcroR. SPACING 24.0" TVPF OGABL Y--TPI • i AT NST TUT NOS" 199)NAT A GN SPE F AT F C TRUCTjDH ',�HN... HINT` i Job: 5-1060 UNIT 8 T5 6'0" COMMON THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 12 N UPLIFT (LB): 210 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 6.00 TRUSS DESIGNED FOR 100 MPH WIND. 19.70 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' ENO 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 (4)-Gravity (-)=Uplift ------------------- ------------------------------------------- *** UPLIFT RIMA I WWW HANGER RMM H5 " -455#(Jacks Only) I HUS26 - + 2751E -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 33151 -15501(16d !ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#00d 2ply) MTT286 = -3786#(2 Each) (10d)I HHUS48 = + 5180# -20000(16d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 6640# -21991(10d 2ply) MST60 - -46881(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 . -1650#(Each) I HGUS5.5- +11335# -39459(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 3 ) 16d TOE-NAILS AT TOP CHORD. 3' 3' 1"8 T 3X4 Lo ~ 7 � N 2X4(Ai) X4 (A1) 4 5 18'7'12 .i 1 '4" —6' R=412# W=3"8 R=251# W=1"8 TAG = T19 SEO: 10190 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = 1 REV. 17.3q SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REDUIPE EXTREME CANE 04/14/95 TC LL 30 .0 PSF REF 2 )(I MPORT A NT M*SHALL HOT 6E RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND 1 TC OL 7 .0 PSF DATE 04/14/95 \vvvn\- DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIM75, OR ANY BRACING. SEE HIB-91 By TPI. SEE THIS DESIGN �T'' ��� FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` �� E � O� ALPINE CONNECTORS ARE MADE OF 20GA GALV, STEEL MEETING ASTM DUIRERENTS. UNLESS OTHERWISE INDICATED, TOP - - 6C DL 1 O •0 PSF ORWG O A446 G1 B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER ..5606 - O O PSF MSK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. 90770M CHORD W BC LL CONNECTORS PEP DRAWINGS 130. 150 C 16DA-F. OESIGN STANDARDS WITH PROPERLY ATTACKO RIGID CEILING --SEE STATE OF TOT.LD_ 47.0 PSF 0/A LEN. G-O-O CONFORM W/APPLtCABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C 0 q10* P ' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS • �. Q OUR.FAC. 1 .33 �w n."v ANH wuH IWii/1F RFI.IFO 1WWIN 1M ANv OTHER WAY. OES TGN TO THE TRtJ55 ERECTION CONTRACTOR. ,. 1NFFOS ._---....+ •.. n —_.__ 1'`(1\AAI Job: 5-1060 UNIT B T6 6'0" HIPM 4'0" THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 OIMENSIONS 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): 200 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 6.00 6.00 TRUSS DESIGNED FOR 100 MPH WIND, 19.99 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 --------------------------------------------------------------- *W* UPLIFT xxx I **1I HANGER *xx , H5 -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d (ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d (ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT288 - -37860(2 Each) (100I HHUS48 - + 5180# -20000(16d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 3 1 16d TOE-NAILS AT TOP CHORD. R=7811` W=ff®VIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. 4 . 2. 1,.8 4X4 21'0'9 !n to CO 7 m ni N T 2X4 (A I) 4"5 18'7'12 2X2 1- 1 -4- + 6 1 R=4061« W=3"8 R=1791/ W=1"8 TAG = T20 SEQ: 10188 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 17.3a SCALE =0.5000 ALP THE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF X IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN T C OL 7 .0 PSF DATE 04/14/95 (T \\UAVvIEV\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v ALPINE CONNECTORS APE MADE OF 20GA GALV-STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 .0 PSF QRWG NN A446 6R B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER p/+ TRUSS AND UNLESS OTHERWISE LOCATED 0H THIS OESIGN. POSITION LY ATTACHED PLYWOOD SHEATHBC SHEATHING. BOTTOM CHARD M 6� LL 0 .0 PSF MSK CONNECTORS PER.DRAWINGS 130. 150 9 16OA F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE _ STATE ov - TOT.LD. 47.0 PSF 0/A LEN. 6-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C 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 O AID*Q P- F IN ONLY, AND SHALL NOT BE RELIED UPOH IN ANY OTHER MAY. JOUR.FAC. 1 .33 DESIGN TO THE TRUSS ERECTION CONTRACTOR, INEE���• .. _ _ _. . ..__...... _ _ ._ . ..._.-... -.._.. _ ... ..._.. - _.. SPACING 24.0" TVOF mMN Job: 5-1060 UNIT T7 6'0" MONO 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): 310 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 6.00 6.00 TRUSS DESIGNED FOR 100 MPH WINO, 20.58 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 --------------------------------------------------------------- NNN UPLIFT NNN I NNN HANGER NNN H5 4551(Jacks Only) I HUS26 - + 27510 -1286#(10d 1ply) MTS12 - -10000 1 HUS26 - + 3315E -1550#06d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299E -1660#(IOd 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 = + 51800 -2000#06d 2ply) MTT28B - -4455#(2 Each) (16d)1 HGUS48 - + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply) CS150 • -16500(Each) 1 HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- R=18 6fPEW At9(R HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 3 116d TOE-NAILS AT TOP CHORD. PROVIDE ( 2 1 16d TOE-NAILS AT BOTTOM CHORD. 22'2" Ln 0 7 C;-,- .� m --r- 2X4 (Ail 4"5 {_ 1 ,4M + 6• t f` R=412# W=3"8 R=65# W=1"8 TAG.= T21 SED: 10186 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = 1 REV. 17.3 SCALE =0.5000 ALPTNE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CAPE 04/14/95 TC LL 30.0 PSF REF *IMPORTANT**SHALL NDT BE RESPONSIBLE FDR ANY ARNING IN NANOLINNG. ERECTION AND `'�H�HHN� �''. DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE Ht8-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04/14/95 `i (L FAILURE TO BUILD YHE TRUSS IN CONFORMANCE WITH 0ST86 BY TPI. FOR AD01110MAL SPECIAL PERMANENT BRACING RE _ , v� - F'. ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM WIPEMENTS- UNLESS OTHERWISE INDICATED. TOP _ - BC DL 10 •0 PSF DRWG A446 GR B EXCEPT AS NOTED- APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - �+ MSK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHARD x 606 / BC LL 0•0 PSF JI\ CONNECTORS PER DRAWINGS 130, 150 G !GOA-F..DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE _ STATE OF TO T.L O. 47 .0 PSF O/A LEN. 6-0-0 CONFORM N/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER ' O RLID ?; SEAL ON THIS DRAWING APPLIES i0 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. F1PINNISN A COPY OF THIS _,,,,c,Q OUR.FAC. 1 .3 3 IN ONLY, AND SHALL NOT BE RELIED UPON IN AMY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ' INE t^-� ` ......... SPAC T Nr, PA 011 1TV0C7 rnmtj A ' Job: 5-1060 UNIT B T8 7'0" HIPM 6'0" 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 02 N UPLIFT (LB): 220 320 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 6.75 TRUSS DESIGNED FOR 100 MPH WIND, 20.58 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 GIRDER DESIGNED TO CARRY 06-00-00 FRAMING TC/BC SPLIT TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT FROM OTHER (+)=Gravity (-)-Uplift --------------------------------------------------------------- **M UPLIFT *** 1 WNW HANGER *** A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 = -455#(Jacks Only) I HUS25 = + 27510 -1266#(10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MIS12 - -10000 1 HUS26 = + 33150 -1550#(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(JOd 2ply) MTT26B - -3786#(2 Each) (10d)) HHUS48 - + 51800 -2000006d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 = + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -16500(Each) I HGUS5.5- +113350 -3945#(16d 3ply) ---------------------- ----------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE HANGER AT RIGHT END OF TRUSS FOR 629.39 LBS. 5X6 3 to 1.5X3 o ' o rr) m 2X4 (A 1) 4"-,-- 5 1B'7"12 X 7' - -� 3X3 R=687# W=3"B R=629# W=3" TAG = T17 SED: 10194 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.3q SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT DE RESPDMSIBLE FDR ANY ARNING IN HANDLING. ERECTION ANSDEVIATION FRON THIS DESIGN OR THESE SPE[/F1CA7i0t5, OR ANr BRACING. SEE HIB-9f DY TPI- E THIS DESIGNTC OL 7.0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA QALY, STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG AlAB 6R 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0J •0 PSF MSK CONNECTORS PER DRAWINGS 130, 150 C 100A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE - STATE OF = TOT.LD. 4• 0 PSF O I A LEN. 7-0-0 CONFONM M/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER - OR[o� P= SEAL ON THIS DRAWING APPLIES f0 THE COMPONENT DEPICTED NERC DRYWALL APPLICATION. FURNISH A COPY OF iN14 Q� ouR.FAC. i .33 IN ONLY. AND SHALL NOT BE RELIED UPON IM ANY OTHER MAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. ' ` N TPM •--TPN - .,MKS P...� . �....,.� — - _. .,.� .. _"., r.. SPA --.. T'TNr EFF ARnvf: rune L t Job: 5-1060 UNIT T9 26'0 HIPS 7'0" THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP e2 N DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. BOT CHORD 2x4 SP 41 Dense WEBS 2x4 SP 43 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) SPECIAL LOADS UPLIFT (LB): 1150 1110 -------------------------------------------------- BRG.LOC (FT): 0.00 25.71 TC - From 74 PLF at -1.33 to 74 PLF at 7.00 TRUSS DESIGNED FOR 100 MPH WIND, 20.87 FT MEAN HEIGHT, TC - From 156 PLF at 7.00 to 156 PLF at 19.00 WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . TC - From 74 PLF at 19.00 to 74 PLF at 27.33 ENCLOSED OR FULLY OPEN BUILDING. BC - From 20 PLF at 0.00 to 20 PLF at 7.00 ------------------ -------------------------------------------- BC - From 44 PLF at 7.00 to 44 PLF at 19.00 TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS BC - From 20 PLF at 19.00 to 20 PLF at 26.00 (+)-Gravity (-)-Uplift BC - 635 LB Concentrated Load at 6.00 --------------------------------------------------------------- BC - 569 LB Concentrated Load at 19.00 II xxx UPLIFT WWk I WWHANGER WWW H5 - -4554(Jacks Only) I HUS26 27514 12860 JOB 1ply) MTS12 - -10004 1 HUS26 - + 33154 -15504(16d iply) MTS12 - -20004(2 Each) I HHUS48 - + 42994 -16604(10d 2ply) MTT288 - -37864(2 Each) (10d)I HHUS48 - + 51804 -20004(16d 2ply) MTT28B - -44554(2 Each) (16d)I HGUS48 - + 66404 -21994(IOd 2ply) MST60 - -46880(Per 2ply) I HGUS48 - + 80004 -26504(16d 2ply) CS150 - -16504(Each) I HGUS5.5- +113354 -39454(16d 3ply) ---------------------------------------------------------TAIL-- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS SPECIAL LOADS -------------------------------------------------- TC - From 74 PLF at -1.33 to 74 PLF at 7.00 TC - From 156 PLF at 7.00 to 156 PLF at 19.00 TC - From 74 PLF at 19.00 to 74 PLF at 27.33 BC - From 20 PLF at 0.00 to 20 PLF at 7.00 BC - From 44 PLF at 7.00 to 44 PLF at 19.00 BC - From 20 PLF at 19.00 to 20 PLF at 26.00 BC - 635 LB Concentrated Load at 6.00 BC - 569 LB Concentrated Load at 19.00 -26' -J I- -7 - 12 7 --`� 5X6 1.5X X4 5X6 T7 5X3 1.5X3 4'5'5 4X6 (84) 4X6 (B4) 11-5 18'7"12 X X 4X5 V6 3X5 26' --1 �--6' - -- 13' 7' R=2598# W=3"8 .1,. R=2516# W=3"8 SED: 10201 PLT . TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 17.3q SCALE =0. 1250 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF (�� *IMPORTANT X SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGNUS E'�., TC OL 7.0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v ALPINE CONNECTORS ARE WADE OF 206A GALV- STEEL MEETING ASPM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10.0 PSF ORWG A446 GR D EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5605 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF MSK CONNECTORS PER DRAWINGS 130. 150 C 16OA F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - TE OF TOT.LD. 47.0 PSF D/A LEN. 26-0-0 RIO F CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FON PROPER STA S TA r'- SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TNT S ' ' F 9' DUA.FAc. 1 .33 IM OR4Y, AND SHALT,NOT BE RELIED UPON Ip ANY OTHER WAY. DESIGN t0 71E TRUSS ERECTION CONTRACTOR. INEOs 11: CnAF`T AlF` CCC AOF'YRIC - UT(7C Job: 5-1060 UNIT B T10 26'0" HIPS 9'0" THIS DWG. PREPARED FROM COMPUTER INPUT LOADS S DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 590 590 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 25.71 TRUSS DESIGNED FOR 100 MPH WIND, 21.45 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 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 M-Gravity (-)-Uplift ------------------- ------------------------------------------ wK* UPLIFT WWW I WWx HANGER IIWM H5 - -455#(Jacks Only) i HUS26 - + 2751f -1286#(10d 1plyl MTS12 - -1000# 1 HUS26 - + 3315+ -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299f -1660#00d 2ply) MTT28B - -37860(2 Each) (10d)I HHUS48 = + 5180f -2000#(16d 2ply) MTT26B - -4455#(2 Each) (16d)I HGUS48 - + 66400 -21991(fOd 2ply) MST60 - -4688#(Per 2ply) i HGUS48 - + 8000f -2650#(16d 2ply) CS150 - -1650#(Eachl 1 HGUS5.5- +11335# -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS I 9' 4X5 3X4 4X5 Ln 1.5X3 1.5X3 n 7p 3X4 (AI) X4(A1) = X X 18'7'12 T 26' R=1321# W=3"8 R=1321# W=3"8 TAG = T15 SED: 10203 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL = 1 REV, 17.3q SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF t XIMPGRTANTmm SHALL NOT BE RESPONSIBLE FDR ANY ARNING IM HANDLING, ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �T`,� ���� Ty OL 7.0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS TN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` VALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INOICATEO. TOP - - BC DL 10 .0 PSF DRWG A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL 8E LATERALLY BRACED WITH PROPER 5606 TRUSS AND kINLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL w 0 .0 PSF M S K CONNECTORS PER DRAWINGS 130. 150 C IBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _ TOT.LD. 47 O PSF DSA LEN. 26-D_O CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI, AN ENGINEERS ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER (O RS�� Q; 1 .33 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED{ERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. ,Q � DUR.FAC. IN ONLY, ANO SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. , rNEtT""�,� (`FYA n Yw.r 'A n _.._- U T"C' Job: 5-1060 UNIT B Tit 6'0" HIPS 11 '0" THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 590 590 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 25.71 TRUSS DESIGNED FOR 100 MPH WIND. 22.03 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 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 EDUAL UPLIFT/HANGER REOUIREMENTS (+)-Grav i t y (-)-Up l i f t --------------------------------------------------------------- N** UPLIFT NN* I *** HANGER *** H5 - -4550(Jacks Only) I HUS25 - + 27510 -12850(10d 1ply) MTS12 - -10000 1 HUS26 - + 33150 -15500(16d #ply) MTS12 - -20000(2 Each) 1 HHUS48 - + 42990 -1660#(Iod 2ply) MTT288 - -37860(2 Each) (10d)I HHUS48 = + 51800 -2000#(16d 2ply) M77288 - -4455#(2 Each) (16d)1 HGUS48 - + 6640# -2199#(Sod 2ply) MST60 - -46880(Per 2ply) 1 HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) 1 HGUS5.5= +11335# -3945#064 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4' ---{ 5X5 5X5 i to 1 .5X3 1.5X3 7 C' to 3X4 (A i) X4 W) XQ X4 3X4 3XA �W ��-�- 26' R=1321# W=3"8 R=1321# W=3"8 TAG = T24 SEO: 10205 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY i TOTAL = 1 REV. 17.39 SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF x I MPOR T ANT x*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND HRR,,, t DEVIATION FROM THIS DESIGN CA T+£SE SPECIFICATIONS. OR ANY BRACING. SE£HIB-91 BY TPI. SEE THIS DESIGN �T ' ��� TC DL 7.0 PSF 0ATE 04/14/95 FAILURE TO BUILD TME TRUSS IN CONFORMANCE WITH GST88 BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE ` 1O.C� pSF DRWG ALPINE CONNECTORS ASE%AOE OF 206A CAM STEEL MEETING ASTM GUIPENENTS. UNLESS OTHERWISE INDICATED. TOP - BC DLA446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - BC LL 0•O PSF M S K TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY AT TACHEO PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130. 150 6 ]BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _ TOT.LD. 47.0 PSF O/A LEN. 26-0-0 ECHNICAL SEL ON THIS DRRAWIORM INNG APPLIES TO THEOf HCOMPONENT DEPIC TPI. AN CTED HERE DRYWtHEMS ALLTAPPLICATIOt..UPDATE FURNISHlA1COPY OF S - �, ORI O*QPM` 1 .33 33 IN ONLY. ANA SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. S : OUR.FAC' - Job: 5-1060 UNIT 8 T12 26-0- COMMON THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 590 590 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 25.71 TRUSS DESIGNED FOR 100 MPH WIND. 22.62 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 8.50' ENO 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 --------------------------------------------------------------- MMM UPLIFT MMM I MMM HANGER MMM ' H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT288 - -44550(2 Each) (16d)I HGUS48 - + 6640# -21990(lod 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650006d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 13' -� 13' - --� 4X4 ur) 1 .5X3 1.5X3 7 P 3X4 (A 1) X4 (A1) X4 3 X4 3X4 18'7"12 +-�-�- 26' R=1321# W=3"8 R=1321# W=3"8 TAG = T25 SEO: 10207 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 4 TOTAL = 4 REV. 17.3Q SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF XXIMPORTANT**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 DESIGN T11 " - TC DL 7.0 P5F DATE 04/14/95 S FAILURE TO BUILD TUE TRUSS IN CONFORMANCE WITH pST88 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE � E /��ALPINE CONNECTORS APE MADE OF 20CA GALT. STEEL MEETING ASTM GUIPEMENTSNL . UESS OTHERWISE INDICATED. TOP - - BC OL 10.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N ' BC LL 0.0 PSF MSK CONNECTORS PER DRAWINGS 130. 150 O 16OA-F_ OESIGN STANDARDS NITN PROPERLY ATTACHED RIGID CEILING-- SEE _ STATE OF = TOT.LD. 47.0 PSF O/A LEN. 26-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C 7P I. AN ENIGINEER'S ALPINE TECHNICAL UPOA TE 17/1/971 FOR PROPER - L O qT0 P' SEAL ON iH15 DRAWING APPLIES i0 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF 1N15 �. Q � DUA.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�,� ^^ AA" •--TPI " TRUSS 1111 INST/TUTF. NRS " 1.R1 NAIT—Al "FS1f.N SPFCTciclTlM1 cl1P�MfT rn-1p�rrrw rr�r.....aTT SPA['TNf; IQ llTVI"1C f(1MN Job: 5-1060 UNIT B T13 '0" VLT HIPS 7'0" THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP f2 N BEARING BLOCKS: NAIL TYPE: 0.131x3.0 y nails BOT CHORD 2x4 SP 02 N BRG X-LOC !BLOCKS LENGTH/BLK #NAILS/BLK WEBS 2x4 SP 43 1 14.042' 1 13" 10 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. BEARING BLOCK TO BE SAME SPECIES. SIZE 6 GRADE AS CHORD. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH sl HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SHIM ALL SUPPORTS TO SOLID BEARING. + 098 + �- 26' ' �-----7 T 12 } 7 - --� 4X6 4X5 3X54X7 � f.5X3NX4 in 7 p V(A)3x4 (A f) X45x41 18'7'f2 X4 3X5, 7X8 14-4" I-�-�- 14 '4" - - 3'7"3 --}--4 '2"2 ----3' 10" 11 C -- 26' -� R=849# W=3"8 -248# R=3743# W=3"8 -248► R=456# W=3"8 TAG = T9 SED: 10221 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL - 1 REV. 17.3Q SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES 11111E EXTREME CARE 04/14/95 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND - 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGNus�TTt „ TC OL 7.0 PSF DATE 04/14/95 \\UVVI►U\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE W17H OSTBB BY TPI. FOR AD017IONAL SPECIAL PERMANENT BRACING RE , v� ^ ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUiREMENTS. UNLESS OTHERWISE INDICATED. TOP _ - BC DL 10.0 PSF DRWG UO A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - O.O PSF MSK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL CONNECTORS PER DRAWINGS.130. 150 C ISOA-F. DESIGN STANDARDS MITN PROPERLY ATTACHED RIGID CEILING--SEE STATE OF _ TOT.LD. 47.0 PSF O/A LEN 26-0-0 CONFAM W/APPLICABLE PROVISIONS OF HWS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER P'- SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH/A COPY OF THIS D R1� Q' DUR.FAC. 1 .33 IN ONLY, AND SWILL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN 70 THE TRUSS ERECTION CONTRACTOR. INEEa`',•` ..^...+••.+ ...-.- •..^••^ ^^^^ F Job: 5-1060 UNIT 8 T14 '0" VLT HIPS 9'0" THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 340 560 280 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 14.04 25.71 TRUSS DESIGNED FOR 100 MPH WIND, 21.45 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 8.50' ENO 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 REOUIREMENTS SHIM ALL SUPPORTS TO SOLID BEARING. ------ ---------- - (+)-Gravity (-)-Uplift ---------------------- ---------- xxx UPLIFT xxx I xxx HANGER xxx H5 - -4550(JackS Only) I HUS26 - + 27510 -12860(fOd 1piy) MTS12 - -10000 1 HUS26 - + 33150 -15500116d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(10d 2ply) MTT288 - -37860(2 Each) (10d)l HHUS48 - + 51800 -20000(16d 2ply) MTT288 - -44550(2 Each) (16d)l HGUS48 - + 66400 -21990(10d 2ply) MST60 - -46880(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply) CS150 - -16500(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5X5 X4 5X5 1 .5X3 3X4 t` 7 3X4 (A 1) X6 5X4 X4 (Ail 4 5 d5 18'7"12 4X6 +- -}- 14'4" --3-7-3 --�-—4'2"2 --+3' 10- 11 } 26' -( R=553# W=3"8 R=1715# W=3"8 R=3730 W=3"8 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL i REV. 17.3 SCALE10012500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEOUIRE EXTREME CARE 04/14/95 T C LL 30.0 PSF REF *IMPORT ANT**SMALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND (fin VINEEVF.9' TC OL 7.0 PSF DATE 04/14/95 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGNFAILURE TO BUILD THE TRI/55 IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE KAOE OF 206A GALY. STEEL MEETING ASIN OUIREMENTS. UNLESS OTHERWISE INDICATED, TDP - - BC OL 10•0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, 80TTOM CHORDBC LL 0.0 PSF MSK CONNECTORS PER DRAWINGS 130, 150 G I6OA-F. DESIGN STANDARDS WITH PROPERLY ATTAC14EO RIGID CEILING--SEE - _ TOT.LO. 47.0 PSF O/A LEN. 26-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPERSEAL ONTHIS DRAWING APPLIES TO THE CUPoNENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS � DUR.FAC. 1 .33 IN ONLY, NQ SNLLL NOT RELIED UPON IN ANT OTHER MAY. OESIGM TO THE TRliSS ERECTION CONT � SPACING ?4 D" TVOC �I�F(1 -TP $_PLATE INSTITUTE. NDS � 1991 NATIONAL OFCiCM S, F/:IFTCATIM FOR„I100 TY1Nlt",I`T tnN ,.......� e Job: 5-1060 UNIT 8 I T15 26'0" VLT HIPS 11.0" THIS DWG. PREPARED FFM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIM S AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N :84 2x4 SP 01 N: UPLIFT (LB): 590 590 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 2S-71 TRUSS DESIGNED FOR 100 WH WIND, 22.03 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . PREDICTED HORIZONTAL MOVEMENT IS 0.20" DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN 601LDING. THIS TRUSS MAY NOT BE LOCATED AND 0.11' DUE TO DEAD LOAD AT ONE SUPPORT. WITHIN A 8.50' END ZONE FFIOM EDGE OF THE ROOF. ------------------------------------------------------------- DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. TYPICAL SIMPSON OA 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, Mi1W UPLIFT NNW I WMIf HANGER xxx H5 - -455#(Jacks Onty) I HUS26 - + 2751E -12860(10d 1ply) MTS12 - -10000 1 HUS26 - + 33150 -1550#060 SplY) MTS12 - -20000(2 Each) ( HHUS48 - + 4299# -16600(10d 2ply) MTT288 - -378641(2 Each) (lckfli HHUS48 - + 5180# -2000#06d 21)1 Y) MTT288 - -4455#(2 Each) (ffid)I HGUS48 - + 66400 -2199000d 2ply) MS760 - -4688#(Per 2plyt ( HGUS48 - + 8000# -26500(16(1 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) ------------------------------------------------------------- REFERENCE HOLMES LUMBER NAIL SHEET FOR UPLIFT/HANGER DETAILS 4 ' 1' 5X5 X7 1.5X3 X4 01 7 6X6 6X6 3X4 (A 1) 3X7 (A i) 1i6' 4 5 d g __L_ r18' XQ XQ }—�—}— 14'4" —(— 3'7"3 --�——4"2-2 —+3' 10"11 26' —� R=13210 W=3"8 R=1320# W=3"8 SEO: 10215 PLT. TYP.—ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.3q SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR AMY 4ARNING IN HANDLING. ERECTION AND t 9'� rwoo' TC DL 7.0 PSF DATE 04/]4/95 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN FAILURE TO BUILD THE TRUSS IN CONFORMANCE MI TN OSTBB BY TPI.. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALV STEEL MEETING ASTM OUIREMENTS UNLESS OTHERWISE INDICATED. TOP - _ BC DL 10.0 PSF ORWG A446 6R 9 EXCEPT AS MUTED. APPLY CONNECTORS TO EACH FACE OF CHORQ SHALL BE LATERALLY 6RACEO WITH PROPER - _ 0.0 PSF MSK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM C40FIDBC LLCONNECTORS.PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE T0T.LD. 47 .0 PSF O/A LEN. 26-0-0 CONFORM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUNISH A COPY OF THIS DUR.FAC. 1 .33 IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR..--tP T S AT T T T - 199 NAT A GN C F CAL! F CONST T N SPACING 24.0" TVOL SPEC s Job: 5-1060 UNIT B T16 26'0" VLT 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) 80T CHORD 2x4 SP 02 N :84 2x4 SP #1 N: UPLIFT (LB): 590 590 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 25.71 TRUSS DESIGNED FOR W MPH WIND, 22.62 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . PREDICTED HORIZONTAL MOVEMENT IS 0.19' DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED AND 0.10' 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 SIMPSOI OR EQUAL UPLIFT/HANGER REQUIREMENTS ___________________ 1#)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT xxlt I xxx HANGER xxx H5 - -455# (facts Only) I HUS26 - + 2751# -1286#(fOd 1ply) MTS12 - -1000# I HUS26 - + 3315# -1550#06d iply) MTS12 - -2000#(2 Each) 1 HHUS48 - + 4299# -1660#(10d 2ply) MTT288 - -3786#(2 Each) (10d)i HHUS48 = + 5180# -2000#06d 2ply) MTT288 - -4455#(2 Each) (16d)1 HGUS48 = + 6640# -2199#(10d 2ply) MST60 - -46880 Per 2oly) 1 HGUS48 - + 8000# -2550#06d 2ply) CS150 - -1650#(Each I HGUS5.5- +11335# -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS r 13' -T 13 4X4 X7 tn 1.5X3 7 3X8 n 3X4 (A i) 6X6 6X6 3X7(A 1) 1•s" 4 5 3X4 X5 4518'7"12 14'4" -�- 3-7-3 4'2"2 —+3' 10" 11 26' - -I R=1321# W=3"8 R=1320# W=3"8 TAG = T12 SEO: 10210 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.3q SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 04/14/95 T C LL 30 .0 PSF REF *I MPORT ANT* SHALL NOT BE RESPONSIBLE FOR ANY NARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 04/14/95 ^ FA[LURE TO BUILD tT1E TRUSS IN CONFORMANCE WITH OSf88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - f •'�� - \\\\\\/� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ _ BC DL 10 .0 PSF DRWG AAAS GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL Bf LATERALLY BRACED WITH PROPER 0 .0 PSF MSK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x5605 BC LL CONNECIORS PER DRAWINGS 130, 130 L 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE - ATE OF = T OT.LD. 4 7 .O pSF O/A LEN. 26-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ' Q-'- SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS RSA Q ;� DUR.FAC, i .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. -- : ( TP .T At HSI T T g9 NAT A IF CATION FDR WOOD CONSTRUCTION '''NNfr..... SP AC l NG ?4 .0 ITVnC q p F r Ob: -(5-1060) UNIT B J1 E J7 THIS DWG. PREPARED FROM COMPUTER INPUT ILOADS 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): 270 200 240 WEBS 2x4 SP #2 N 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) . 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 --------------------------------------------------------------- xxx UPLIFT x*x I *xx HANGER x*x H5 = -4550(Jacks Only) 1 HUS26 = + 2751} -1286#(Sod (ply) -,UTS12 - -1000# 1 HUS26 - + 3315# -15500(16d 1ply) MTS12 - -2000#(2 Each) 1 HHUS48 - + 4299# -1660#00d 2ply) MTT288 - -3786#(2 Each) DOM HHUS48 - + 51800 -2000#06d 2ply) MTT288 = -4455#(2 Each) (1601 HGUS48 = + 66401 -2199#(10d 2ply) Sj6 „gq688#(Per 2ply) I HGUS48 - + 80000 -2550#06d 2ply) R=2c>2SIf5�=� -h050#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVI 3 1 Ljhg.-�I AILS AT TOP CHORD. PR E NA�LS AT BOTTOM CHORD. UT Ln 7 [7 `7 T 2X4 (Al) 4'5 (` R=456# W=3"8 R=78# W=3" TAG = T8 SEG: 10224 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 17 TOTAL = 17 REV. 17.3o SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEGUIPE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF -X IMP0RTANTN*SMALL NOT BE RESPONSIBLE FOR ANYWARNING IN NANOLIM. ERECTION AND t VIM - TC DL 7.0 PSF DATE 04/14/95 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATION§, OR ANY BRACING. SEE NIB-91 BY TPI- SEE THIS OE$IGN FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS- UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG �/ A446 GP B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER MSK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0•0 PSF CONNECTORS PER DRAWINGS 130. 150 C MA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE = TOT.LD. 47 .0 PSF O/A LEN. 7-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER SEAL 011 TH1$DRAWING APPLIES TO iHF CDMPoNENT DEPICTED HERE diYNAlI APPI[CATION. FURNISH A COPY OF THI$ DUR.FAC. 1 -33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.t 11 --IP - TRUSS PLAT T TUTS NOS- 1 NATIONA S C F CATION FOR WOOD COWStRllCtt(1N SPACING 24.0" T VOF F,iA f K Job: (5-1060) UNIT 8 J2 CJ5 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 220 200 200 WEBS 2x4 SP 02 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 SI14PSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)-Uplift ------------------- -------------------------------------- xxx UPLIFT x1!11 I WNM HANGER *N* H$ _ -455#(Jacks Only) I HUS26 - + 2751# -1206#00d 1ply) MTS12 - -10000 1 HUS26 - + 33151 -15500(164 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660000d 2ply) MTT288 = -37861F(2 Each) (1001 HHUS48 = + 5180# -2000If(16d 2ply) MTT288 - -44550(2 Each) (1601 HGUS48 - + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) 1 HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. R=150# W=I"8 PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. 11.0.4 Ln 7 p m m T 2X4 (A 1) 4.5 B.1. �— 1 -4- R=368# 4NR=368# W=3"8 R=510 W=3" TAG = T5 SED: 10226 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 8 TOTAL = 8 REV. 17.3a SCALE =0.5000 ALPINE ENGINEERED PROOUCTS. INC. TRUSSES REOUIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF x IMPORTANT*m SHALL N0, BE RESPONSIBLE FOA ANY WARNING IN HANDLING. ERECTION AND DEVIATION FAOM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HI8-9t BY TPI. SEE TJOESIGNtGN �TUs e��;i TC DL 7.0 PSF DATE 04/14/95 FAILURETO BUILD T{E 7gD55 1N CDMFORNANCE N1TN O5T00 BY iPl, FOR AOOITIONAL SPECTAL PERMANENT RE `vim ALPINE CONNECTOR$ AAE NAGE OF 20GA 6ALY. $TEFL NEEtING ASTM OUIIENEN75. UTILES$OTHERMI$E IHOITOP - BC DL 10 0 PSF DRWG A<16 GR B EXCEPT A$NOTED. APPLY CONNECTORS TO EACH FACE OF b10fU SHALL 9E LATERALLY BRACED WPER p/+ {�TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOHORD BC LL O• v PSF MSK CONNECTORS PER DRAMTNGS 130. 150 C 160A-F. DESIGN$TANDAROS WITH PAOPERIY ATTACHED R16I0 CEILSEE $TATE OF TOT.LD. 47 O PSF D/A LEN. rJ-O-O CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 PER DRIOSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COTHIS , e DUR.FAC. 1 .33 IN ONLY, LVID$HALL NOT BE REL LEO UPON IN ANY O/MER NAY. DESIGN TO TME iRUS$ EiECTION CONT . E t^-�.�--TP • TRUSS AT N$TITUT 99 NAT 0MA GN CIF CAT} F WOOD CONSTRUC .'I/..:,., SPACING 24.0" T voc F.I A r W Job: 5-1060 UNIT 8 J3 CJ3 THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 3.00 3.00 TRUSS DESIGNED FOR 700 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. --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (0-Gravity (-)=Uplift --------------------------------------------------------------- xMM UPLIFT WTI* I MMM HANGER Mxx H5 = -455#(Jacks Only) I HUS26 = + 2751# -1286#(fOd 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -15501(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -16600(IOd 2ply) MTT286 - -37860(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT288 = -4455#(2 Each) (16d)I HGUS48 = + 6640# -2199#(1Od 2ply) MST60 = -4688#(Per 2ply) I HGUS48 = + 60000 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5= +11335# -3945#06d 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. R=68# W=1"8 9'10"4 Ln 7 ., (V T 2X4 (Al) 4"5 8 f � 1 '4' w i' 3 ----1 R=290# W=3"8 R=23# W=3" SEO: 10228 PLT. TYP.—ALPINE DESIGN CRIT=TPI QTY = 8 TOTAL = 8 REV. 17.3Q SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF *IMPORTANT)( SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 91N DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE Ht8-91 OY TPI. SEE THIS DESIGN � TC OL 7 .0 PSF DATE 04/14/95 FAILURE TO BUILD THE TAM IN COKORNANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20"MV. STEEL MEETING ASTM GUIPEMENTS. UNLESS OTHERWISE INDICATED, TOP - BC OL 10 •0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 0 0 PSF MSK TRUSS AND MESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LLCONNECTORS PER DRAWINGS 130, 150 i 1BOA-F. DESIGN STANgARDS WI TN PROPE0.Y ATTACHED RTGIO CETLlNG --SEETOT.LD. 47 0 PSF 0/A LEN. 3-0-0 CONFORM M/APPLICABLE PROVISIONS OF NGS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPERQ'^SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNTSN A COPY OF THIS ' AC. 1 •33 IN ONLY, ANO SHALL NOT BE RELIED UPON 1N ANY O1NER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. rr.A..tA.r •.. ..•• r A r+.i Job: 5-1060 UNIT J4 CJS 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 12 N UPLIFT (LB): 200 200 200 WEBS 2x4 SP 12 N BRG.LOC (FT): 0.00 1.00 1.00 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. --------------------------------------------------------------- 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. M-Gravity (-)=Uplift --------------------------------------------------------------- MNM UPLIFT mx II 1 IN HANGER RWN H5 - -455f(Jacks Only) 1 HUS26 = + 27511 -1286f(IOd 1ply) MTS12 - -10001 1 HUS26 - + 33151 -15501(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660000d 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 51800 -2000#(16d 2ply) MTT288 - -4455#(2 Each) (16d)1 HGUS48 = + 6640# -21990(10d 2ply) MST60 - -46880(Per 2ply) 1 HGUS48 - + 80001 -26500(16d 2ply) CS150 - -16501(Each) i HGUS5.5- +11335f -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 1 16d TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. y F,;;- 8'8'4 T 2X4 (Al) 11'5 4"5 8 1 f 1 .4" + 1 t R=298# W=3"8 R=81#RV1-B18W=3" TAG = T7 SEO: 10230 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 10 TOTAL = 10 REV. 17.3q SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REDUIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF x I M PORT AN T W N SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND r\n e. 560?6 TC DL 7 .0 PSF DATE 04/14/95 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIO S. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGNFAIIUiN: TO BUILD IHE TRU55 IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECIORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 1O •0 PSF DRWG A446 GR B 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 PLYW000 SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF MSK CONNECTORS PER DRAWINGS 130, 150 0 16DA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE T0T.LD. 47 •0 PSF 0 A LEN. 1-O-O CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FDR PROPEPSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 33 IN ONLY, ANO SHALL NOT BE REl.IEO UPON IN AM OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. •` -- -- S lY 3{ . Job: 5-1060 UNIT 8 J5 HJ7 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. 0991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 380 3480 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 9.90 9.90 9.90 TRUSS DESIGNED FOR 100 MPH WIND, 20.87 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 HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SETBACK. CORNER JACKS HAVE NO WEBS. (0-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. NNW UPLIFT N*x I *** HANGER IIWW MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 = -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -1000# ,I1 yHyU��SS26 . + 33150 -1550#(16d 1ply) MTS12 -2-88# MTT28B - -30786#l2 Each)9fQ 9HUS:4 = + 5180# -20000(16d 2ply) MTT288 = -4455#(2 Each) (16d)I HGUS48 - + 664011 -2199#(IOd 2ply) t MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) r 11 '9"7 rSf�o--_-_ir,'io#(Farts-------I -HruS55515=-+11335#--3-9-4-5--0-(-16-d--3-p--ly-) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 3 ) 16d TOE-NAILS AT T 0 22'9"4 PROVIDE l 3 ) 16d TOE-NAILS TT CL 1 .5X4 tn u7 4.95 C:77- V 2X4(A1) 5 q _4f8'7"12 _" 9' 10" 13 -� �----- 4'2" 15 — -- 5'7" 14 _I R=476# W=4"15 52# R=406# W=3" SEO: 10232 PLT, TYP.-ALPINE DESIGN CRIT=TPI QTY = 4 TOTAL = 4 REV. 17.3g SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CAPE 04/14/95 TC LL 30.0 PSF REF IMPORTANT X x SHALL NOT BE RESPONSIBLE TOR ANY WARNING IN HANDLING. ERECTION AND n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 11`- ' TC DL 7.0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE v ALPINE CONNECTORS ARe WAGE OF 20GA GALV. STEEL MEETING ASTM DUIREMENTS. L*&ESS OTHERWISE INDICATED, TOP - - BC DL 10.0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 5606 _ MSK TRUSS AND UNLESS OTHER-TSE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CORD PSF W BC LL 0 0 CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LD. 47 .0 PSF DSA LEN. 9-10-13 TECHNICAL DATE INEER'S ALPINE SEAL ON THISS DRORM W/APPL IAWWING APPLIESwTO THES OF NCOMPONENT DEPICTED HERE DRYWALL APPLICATIOON. FURNISH/AICOPYROFR THIS � O RID*QPM ..,,..".. .,Y,e...,, ...."r a.r.n,orn• TH ."."r,4FR ".. rrerr.N rn TH,F Tmicc FRfrT1nN rrHNTRArrna �.,F _,,._�,� DUR.FAC. 1 .33 A Q.1trit-firate of Mvccuvanru (situ of Atlantic Ntach -- Yloriba Department of wilding Inspection 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 various ordinances regulating building construction or use. For the following. Use Classification Single Family Attached Bldg. Permit No. 11191 ' Group w.f rame Type Construction tnhS e FireDist' At nt;ic Beach Shaffer & Sons -- gb ,— ps g way Owner of Building Address j ackgorry i _, n, Buildin dress 1080 L t C rpress L"Vy Atlantic Beach, FL 32233 By: DON C. FORD wilding Official Date: POST IN A CONSPICUOUS PLACE h //��11��� � ������ /CITY OF /� 4 Llr�idw Q�-"f Office of Building Official REQUEST FOR INSPECTIONDate Permit No. / Time Received A.M. J L /0 Job Add ss c I i Owner's Name Contract UILDIN�--- RETE ELECTRICAL PLU G MECHANICAL -Ig— C Footing ❑ Rough Wiring Rough 0 Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole C Top Out ❑ Heating Insulation 'E Lintel ❑ Final C Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab A.M. Mon. Tues. Wed. Thurs. Friday P.M. -- 6 ll r<G Inspection Ma /f� _, ___ _." �,•._ Inspector /' n Certificate of Occupanc� Date 03,'26, q6 TUE 10:30 FAX 904 733 7733 NO FL CLASSIC oo= MAIC SHOWING BOUNDARY SURVEY OF LOT 11-6. AS SHOWN ON MAP OF SELVA LAKES UNIT THREE AS RIXORDED IN PLAT BOOK 44, PACES BO THROUGH BOB OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, rt-ORIDk FOR, SHAFFER AND SONS ENTERPRMES__- SEARING F'EE' RENCE: BEARING SHOWN ON RIG147-0017-WAY UNE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED P!.AT. j:0R7'1,0-'10Z> 7-0 SLISAA1r. Ct1�RIw5'T19,5 r rr ,�� �` GuArpAnl rY �v. U . N57'53'36"E 4A'0 q 27.$7 '44r0f sW;q f D �� 4 � 9 , ��. fgsT MAR 2 61996 4 Budding and Zon' a �,s�,� �J � 0 t uw^0'NlG 00 L_ w�.src�'•cc iRr>rvr � Pcs rG�y4 � ti ?-vow rYOCrt 0 Lo 7 O ��fr.liJ•ra� Q � v o, _ 4r. Q b ^` c�3 R y 50 1 •9 + 1 ti of,p9» C 20.09• O LITTLE CYPRESS KEY l CUL-DC-SAC P.R.C. I HEREBY CERVY THAN THIS SURVEY, PIEORMED UNDER MY RESPONSIBLE DIRECTION MATS TWE MINIMUM TECHNII".,AL STANDARDS FOR LAND "YEYORS IN ACCORDANCE WITH CHAP1tR 61017-•6. FLCMDA1 ADMINIS'MATi4'E 000E (PURSUANT TO SECTION 472027, FLOMOA STATUTES). AND FURTHER,CF-R71FY 'MAT 1 1e F ' :LWr7ZETE µ7w�x 7HERE ARE NO VISMLE ENCROACHMENTS UPON THE SUS.ECT PROPERTY 0(tEPT AS SHOWN: I Q t%2� FLOW,�t� t'� +� �w `LOW, VLJz'nf:ICA E: THE LOT ��:Pwrt t4tRFON rs tN FLOOD CLAR AND,A Alt% INC. SON - X"_ _ Aa SHL»#mf ].hl THf' FLIO(1C tNWRANC%.RATE 1841 NkDO AVE., JokCKSQNVt:t,I`, FL., 32707 ARG EJ+C1t CH 41AP, COMMl+ti};Y PANEL NO. 120075 07n1D . DATED 8-15-69. _ P. OHS C. PONT P T POINT OF TAXGEN�' SUR VETTED,_AIR0. 1,G G+ 1.995. /� i; PJR.L PMT OF L€�� .�vE -—.-. ' Alloe 'r (i b.C.C. PONT OP ^GkFovRIF SCALE- 2,QL R;w "T—OF—War 1STERE.D SURYCti' N0. 2361. t"t.dR1D.4 G.p,y. 0}FIOA� PCCtI�5 tJ►i= FIELD BOOK Z PAGE- 6 ,; JOSE A. MILL 543 t� �5 At CITY OF >�cttc t'�'eacl - ��Cruda 800 SEMINOLE ROAD ____------ ______ ATLANTIC BEACH,FLORIDA 32233-5.W5 TELEPHONE(904)247-5800 FAX(904)247-5805 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 ,tom o ' Sincerely, Building Department ,,rr��,��tt6���,,c nn __CITYOF Office of Building Official REQUEST FOR INSPECTION f 3 al Date 3 - 119- 916 Permit No. � �� Time el 1 r! ri.M, Received PM- J ob Addre (� y Owner's Name Contractor ��BUILDING - Co CRETE ELECTRICAL I MBI T:MECHA� T Footing 0 Rough Wiring -Rough 0 ~l4iFL cmd_ & t l Re Roofing Ell Slab 0 Temp Pole 7 Top Out 0 Heating Insulation 1-1 Lintel C Final Sewer 0 Fire Place C7 Pre Fab REaINSPECTION Mon. Tues. jj\\ Wed Thurs. Friday PM: a A.M. Inspection Made "-� p .r.....m., Inspector Ina nspection Certificate of Occupan Date //����// � CITY OF fYf�li414C 13 •49" Office of Building Official REQUEST FOR INSPECTION )ate Permit No. -ime M. 'Ieceived -=-t — - Job Address oc lity )wner's Jame Contractor UILDING CONCRETE ELECTRICAL PLUMSI MECHANICAL gaming Footing Rough Wiring Rough D Air Cond.& 0 3e Roofing Slab Temp Pole i. Top Out Q Heating nsuiation Lintel Final _ Sewer 0 Fire Place 0 Pre Fab READY FOR INSPECTION _Q AM Tues, Wed. Thurs. Friday i A.M. ispection Made _ PM. _- Final Inspection; Certificate of Occupancy v Date _� ��++►►�jj //CITY _OJF ��}}/_�� � � �Y&t#t l3 -&V&U rs Office of Building Offici REQUEST FOR INSPECTION f -2- P3 L 2_- t -7 C /13z /r� Date Permit No. TimeA.M. Received f 2— PM. _ /06 Job dd ess L alt Owner' Name or ILDI CONCRETE EL CTRIC LUMBI MECHANICAL Footing D Rough Wiring Rough I Air thmch;3r 3e Roofing C Slab Temp Pole ❑ Top Out Heating nsulation 0 Lintel 0 Final 11 Sewer (—� Fire Place U Pre Fab REnFNSPECTION)n. Tues. Thurs. Friday PQM. .� t tp A.M. ,)ection Made PM. ,eCtOr / Final Inspection L-].___--- Certificate of Occupancy G Date { DTE: --, L —�1 6 A — PRE:-SE:RVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 2:33 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE: SATISFACTORY: 21 ------ -- -- ------------------- i- -- 3 , ,_----- � --- .---------------------- f1S_- - -------I ------------ -f__---- //-r'-' ' -/------ C--- ---- 't---- - -----'- ------- ----- -- ---- ' ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, r BUILDIN INSPECTION DIVISION cc:FILE rdtyildtrg \01A 0i o �jyc�e F'1 csj Fovk PAS" p r & \ ME- pate/ \NG Air r Qe�E Ed Ccy PCMB Heatrplace b .- Fire address a P put pre Fab ' Sob — EL h Wtr�r<9 Seoet 1 �ou9 to O�oet's GQ�IC41Et� temaP Nae`E odn9 F n SPEtO x110\N� cn��5 F`�bF e` y SR\N Fra Rooi�n; RnWed' - .rnat�� utaftio F to PE ON Sues- sate tns�EOt�c^M ade �, z TRANSMITTAL DOCUMENT FOR JEA DATE: 2 9 The following permits have passed "rough" inspection: Permit No. Address A 16S7 /l 8 3 C Rn=1=& x=exxxxKxXAxkW6* paxmxcafxxbbex3peaucabu. Please update your records accordingly. ,j Th , BUILDIN CLERK CITY OF ATLANTIC BEACH /vcb I a pEpARTMENT OF SOLOING -» CITY OF,ATLANTiC$EACH r .. PERMIT, INFORMATION LOOATION i lxrt�1R�A rto" Permit Number: ,11191 Address: 1DS�3 "LITTLE. CYSS permit Type: SUILDINfI" ATLANTIC BLA x IFLORI; 1 f' 'Nark.: NEW �- --"� Constr. T I t3IKt F�1& Lot - ���� Block: � toctl YP Fir posed Nae: SINGLE FAMILY � �`awnss�t p. I? +elfin 1 Gude: Q u� viaa�an: ;SILVA LAA1 S st mated 'Value'.: $70200 .00Jk�y �} Total a 52724.1$ Amo $27 24 k is lis JJAJ -It fiION - - - AFPLIs ATION FEE$ -.... .k. . '+ , .+kqy LA S I:yC� S , :. F"�M I'F k■y yam,)[.. (/.'k regr . yq�{+y1�k'.t IJ!-� Y+ '' It Yn � i ki' PACT .reg r irW k k. C FLORID A P t RADON t3AS-H:.Rk S. k89- T ' . i ►N�dA ON -_ ._kk w RADON CAE 5� . $0 .20 . OR LES IDA CLA ROM C �TAL IMP tlUi�. 53250. .x} Nazn+� A Type. -ftc IXPACf FEE .00+ ILLN r '� 32256 00 CONNECTION -S35.00 CONST T.6191kC �4 C S 040 E NOT . S` J ovNOTICE--ALL SNC ETE(FORMS ANL?FOOTINGS MUST SE IN^�ECTI�I€3 Bm I��tE..�'�`tQt�IlNG " HERMIT VOID SIX MONTHS AFTER,DATE w: BU ATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACE," E,AHp Cl ED R ANo HAUL€Q AWAY 1�� HSR t�ONTRACTOR OR OWNER, h * T �IIY ITH 7HE II�EIIIAIIC'S .LIEN ► ° IcEUL 11 16VE � ' � C©RDING TD APPI�QVED FLANS WHICH ARE PART©F'THiS RERNNT AND Slfk�,Il��Tr3�CK:AT F'AF'L.ICABLE PFLOVISI©NS OF tAW. . r Daw; l �OA6 01 Oka,CASH AT, ,N C 1 7-z CH SUIL.DIt+t43[ l�TMENT t 1 1fi f rr %" yk. CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address `o ty a X/ ITL Cz/Idi�° Date � 3� � Heated Square Footage �_@ $ p er s q ft Garage/Shed 4N L@ $ per sq ft = $ Carport/Porch @ $ �� per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION : 501 -106 -:2(o < $ 460.� Total Valuation 1st $ Z,��`' ,,,20 4 c c O v $ Remaining Value S<f. per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ /7�' ( �) Fireplaces @ $15 .00 $— lC� BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CPS CAPITAL IMPROVEMENT $ �� O SEWER TAP $ -0 (el') RADON (HRS) .0050 $_3 - — SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( (� SURCHARGE .0050 $�c� / OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: CITY OF ?ROPERTY DESCRIPTION �7 Jgtta�rt�c �c�czcl• - T(o.er 800 Sk.*NJJNOLI•;ROAD (,ot ____Block #�- 1_�•----Section -- X7•LAN'm BI:ACIt.FLORIDA 32233-5445 f ;r TELEPHONE(904) 247-SR00 FAX(904)247-5805 -------------- Street flame Ih DESCRIPTION OF WORK or Address:,0 ----=s=--L----- --- ---- If in a F OD HAZARD / r1 I Flood Zone: _______area complete page 3. Brief Single Family Dwelling -- p [1 Description:---____-_--_ Class of Work: (New/Remodel/Addition)__ New------------ ZONING INFORMATION Type of Construction:_ Wogd((gamed Zoning Proposed -- Estimated Value ,District PUDt7se: SingleFamilResidence _ y Exceptions or __ Materials:,,_�p�1}�P�Ln€L_ uri_�,, Pine ' Variances Gralnted:W........�,.�.�-.-------------..--- Solid or ------------------- Filled ----------------------- Ground:_Fi]lEd------Roof _ShlIIglDs-- OWNER INFORMATION ' Method of Heating:__ElaQtrlQ________ Property Ovner:_NSrth_Florida Classic Homes Phone: 733-7300 -------------------------------- -------------- Mailing Address---- - P�7J. 38�_ 1' _�3de 14---------------- Jacksonville, Fl. Zip°-- 32256 ------------------------------- ------------`-- CONTRACTOR INFORMATION Contractor:_ North Florida Classic-Ho me s---_________ Phone:--7 33-7300 Mailing ------ -------- -- - - Addreps s... Sop,] _Rh 1 1 j;LS_ 1T4y Jacksonv_ille�_F1______________ Zip; 32256___ ------umber'Licence ------ N , CRC042504 Expiration 8_96 ----------------------------------------- Datet I HEREBY CERTIFY THAT I HAVE READ AND EXAMIRED THIS APPLICATION AND KNOW THE SAME TO RE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK. WILL eE -vJf � COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES HOT PRESVME TO r GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL. STATE OR LOCAL RUIL5. •j'(,,( REGULATIONS, ORDINANCES. OR LAWS IN ANY MANNER, INCLUDING THE GOVERNINO OF C014STRUCTION OR T1tF .� .,,•�L�, PERFORMANCE OF CONSTRUCTION OF THE PROJECT. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS �i• + S,:• ,r,.� CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. e Ovner Signature ------------ '�� „•`'� Contractor S ur to nN J f �✓ 1✓ J 1 IVU V 1v V VJ y I 1II1L - (1 i L Ltyl l 1 LL IVU L'11 JC7 lJ✓ A TREE RZKOVAL APPLICATION SECTION A - APPLICATIONS MUST BE RECEIVED BY CLOSE OF BUSINESS 'TUESDAY BEFORE THE HEETING! ,. h' C i-roperty owner ' s Nam* Address . Telephone 1. GTO Location of roe Retnov /aite Alteration SECTION S - (To be completed by applicants whose property is coned residential , includes an existing dwelling, and which is not presently owner-occupied) A . What changes are proposed to the above specified site? Me, V,yOdd , r(16(ose purpose e , what is the ur ot� th*se proposed changes? �,_,,—A `� b"i to-E 446 's. Specify trees proposed for removal as follows: Tree count Species SitetDBH x NOT) —Condition 4 . will these trees be relocated on, the same property? s. It not, will replacement trees be ylanted? E. specify proposed replacement trees as follows: Tree Fount species eite(DeH x NOT) , . Attacn site pian. (Note: All trees proposed for removal swat be marked on site by Fri tape or flagging). O ll 't HHLL HTL BCH TEL No . 2475805 Apr 3 ,95 15 :31 No .010 P .04 L SECTION B - (All other Applicants) i . Prbperty Zoning: 2 . aubmic the tollowing: 91TB PUW/TRK9 BuRVn indicating: a) Site topography, existing and proposed grades b) Existing and proposed structures C) Location of all trees w/DIW of six inches or amore d) Tree species and sizes e) Trees to be removed abould be clearly marked , t ) frees to be relocated should be clearly marked y) Location of any proposed Ireolaceeent trees h) identity trees of special or unique characteristic i ) Idenity trees within 10 toot of construction areas j) snow location and type of tre• protective barriers k) Location of utilities, accesses and easements 1 ) Location of veblele travel corridors M) Location of commercial sprinkler/irrigation systems n) nah10ce# -c►n}#) o) Staging areas for equipment and material storage s . All trees identified for removal must be marked on site by X&O fla9ging or tape. SECTION C I agree to comply with the rules and practices established in chapter 23, Articie It Of the Code of Oroinahces of Atlantic beach. erscure Date KLY Applicant has complied with all provisions of Chapter 23 and requirements of the Tree conservation board. Tree Conservation Board Designee Date MOTE: "Tree Protection toe guilders nod Developers" is available at City Nall or teem the Division of lorestry, 0719 West seAver Street, Jacksonville. t1. 712220. (781-1434) 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 6 BATH (8) TUB OR SHOWER STALL (6) ® 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) ( WASHING MACHINE (3) POT, SCULLERY SINK (4) / DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) _LKITCHEN SINK WITH WASTE 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 _L_ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) —L—LAVATORY. SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS tP 7• J $20.00 EACH $ yrf C),Q JOB INFORMATION O 6 Cvp Re—c� '-sye- L/ x CITY OF Office of Building Official REQUEST FOR INSPECTION Date �- Permit No. F j Time A.M. Received Jo ddress I Owner's �l4- Name . �� { Contractor BUILDING CONCRETE ELECTRICALPLUMBIN( MECHANICAL Framing :� Footing _ Rough Wiring C Air Cond.& 0 Re hooting ❑ Slab Temp Pole D Top Out L Heating Insulation `. Lintel 7 Final 'E, Sewer Q Fire Place E Pre Fab READY FOR INSPECTIO�T�hurl) Mon. Tues. Wed. Friday P.M. / A.M. Inspection Made ��' —'�"` _PM. ' Inspector _ final Inspection D � _ Certificate of Occupancy Q Date CITY OF 4&o& Beac-4-14ur4 Office of Building Official REQUEST FOR INSPECTION i Date Permit No. Time A.M. Received /may PM. Job Addrepi Locali Owner'sC Name —_ Contractor BUILDING CON C ELECTRICAL PLUMBING MECHANICAL Framing E—j Footing Rough Wiring a Rough D Air Cond.& 0 Re Roofing D Slab Temp Pole Gi Top Out E7 Heating Insulation L Lintel Final 0 Sewer ❑ Fire Place C7 Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made l E t —PM. Inspector �� ._ Final Inspection 0 Certificate of Occupancy D Date ,9 r PA NT OF OUIL "A Y OF ATLA 'MITIi� H Lot 011 , RA On Su 00 ro a t � T '00 } f ' AL MEAT L At .w ry«i rr i !# r ww r,�r,r Fir ew fru _ +' `" APr Lis , . 4 +} �` k ,,j� -, ++�e o�r O WD , :�7 w. Nt C�yyt00, 'iuFi[ '..r.r..r. ...M " y7� ., }1 ? s o-i.ev AIR COIN ,..4 CAPT, '1! A4dA 3207,31 ' „ ' s fi r 1 4 "` t ; v i a � F i r d .._ �FOC ,. t v Afit 0ttS F T ti may , L Z i rl ��*.���,L b�•, Y 9 k y' lk-r OF- OF APPOO � e A E}tl! 13FPARRtT " �, fgv BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLA14TIC BEACH ATLANTIC BEACH, 1 LORIDA 32233 , APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sectio s I, II, III, and IV. 1. �oS� 2 LOCATION Street Address: / SS' IF OF Intersecting Streets: Between n And BUILDING " Sub-division !� 4 1_r II. IDENTIFICATION — To be completed by all applicants , In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical McGowan ' s Heatinc_7 & Air— Contractors Contractor (Print) Cond . Inc . Master CACO-18970 Name of � /� M-48 Property Owner ignafure of Owner Signature of or Authorized Agent I— rchitect or Engineer 111. GENERAL INFORMATION ( )i A. Type of heating fuel: e IS OTHER CONSTRUCTION BEING DONE ON c THIS BUILDING OR SITE Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION Q Oil PERMIT 1127 7 ❑ Other — Specify IV. MlCHANICAL E9UIPMENT TO BE INSTALLED NATURE OF WORK � (Provide complete list of componenh on back of this form) Residential or El Commercial Heat ❑ Space [3 Recessed �£entrel O Floor ew Building 10- Air Condrfioning: [3 Room /tnl Existing Building .Duct System: MateriaThicknesa_�_.� El Replacement of existing system Maximum opacity c.f.m. /,❑T--" ❑/tylew Installation(No system previously Installed) �yU v Q Refrigeration Extension or add-on to existing system El Other — Specify ❑ Cooling (ower: Capacity q.p.m. ❑ Fire sprinklers: Number of head• ❑ Elevator ❑ Manlift ❑ Escalator (number) THIS SPACE POR OFFICE USE ONLY ❑ Gasoline pumps (number) (Reeeiwd) ❑ Tank- (number) Remarks ❑ LPG container (number) ❑ Unfired pressure vessel Q Boilers Permit Approved by Date Q Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT ty Appy 1 / Number Unita Description Model Numbstr Manufacturer HEATING - FURNACES, BOILERS, FIREPLACES � J Number Units 13meription Model Number Manufacturer (�j� TANKS Sow Many Nominal Capacity Type Liquid Dram*of Serial AP vine and Dimensions Contained Mosufacturer No. *ncT B O(/y' ,AJf�EN OOfC �(� { T Hifiy�yr AfLAW -�,.0000 T ■E 3 f ^«c.w�tNy Sk+�uawy y4 77, 411- fObs + !` � ' ; + Prov. t. ,t t U4 00 $ 4!00 t )S ilia OF i s it 3 Xly IY 33 *M',YRs�iMr/✓'+wo�k {{yt�.■/ O �rs Jr}�v+w ww �,`' AP�[d�` Iti #IRS t.! TV llii'�W�Y ( vKwll #� 1i ^ ! ya- ! S - ^Y R IPL 32205 41 110"COWIM-foRm AND p�Y Y � F x re s x h FIERPAT VCS SIX MONT AM- � BUIL,D)t'$ MAT �t THIS'WbiOK MUST, L ti FA --A Al A 1l' NTRAOOR-t�R F �{ �M .;m v �� s_ Vii•, � k�E��s U� � a JSS WCH"Aqt PART 0 T��� it 'QF LAW. AT EAACII t S X i � u µ ti: CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: cf "� / OWNER OF PROPERTY ���a PLUMBING CONTRACTOR CONTRACTOR' S ADDRESS: STATE LICENSE NUMBER: (19"r-eo '�v�� TELEPHONE : ML--5-!9,7413 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY I WATER HEATERS BATH TUBS J DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: _ x $3 .50 + $15 . 00 q . oc MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - ( 904) 247-5834 // Zf3 CITY OF ATLANTIC BEACH, FLORIDA F-- Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: / 19!� IMP013TANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN•ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER EL6CTBICIAKSICINATURE SI ���� ��nn� ' D BOX�r _ F NAMEi� .,r=�����' ���DDRESS:.l BLDG.SIZE BETWEEN: RES.(j') APT.l 1 COMM.( ) PUBLIC ( ! INDUS.( ) NEW 1•'!f OLD ( 1 REW.1 ) ADDITION ( ) TRAILER ( TEMP. ( ► SIGNS ( 1 SO. FT. SERVICE: NEW(v/ INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE 24 AMPS c .) COPPER ) ALUM. SWITCH OR BREAKER ' AMPS 1 PH W V6 VOLT CEWAY 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. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES ` ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK =============================================================================== PRACTICE #1 60[ . 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. ........... ���������_��� Windows 606. � 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_doorsonly^ ....._............... [xverior Joints 606. 1 To be caulked , gasketeO, weather-stripped or other-cracks wise sealad. --------- --- --- ' -------------------------- `------- ------ --- ........---..........-- PRACTICE 42 Cc6. � COMPLY WTTH PRACTIC[ #1 AND THE FOLLOWING: _........ _ '______.....____.............._.........._ .........................................._..........____ [xterior Walls C0&' i Top plaVe penetrations sealed. infiltration barrier � installed . Sole Plate/ floor joint caulked or sealed. .........___ _ .............._.................. .......... ��xterioWalls 606. � Penetrations, Joints and cracks on interior surface & Ceilings caulke� , sealed or gasketey. ��������������� Luc tWork 606. � 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. 1 . A. 2. �..............�����...................�����.........��.....��...................................... ...... �`n�bustion 606. 1 Combustzon space and water heating systems provided /�eating with outside combustion air , except direct vent appliances. ������������� �........... ........ ��������� :* OTHER PRESCRIPTIVE M[ASURES (must be met or exceeded by all residences. ) ** --------------------------'--------------- .......................------------------........ --.....-...............---..... �aCer Heavers 612. z Comply with efficiency requirements in Table 6-11 . Switch or clearly marked circuit breaker (electric ) or cutoff (gas) must be provided . Extprnal or built- in neat trap required . 7- . _________________________________________ Swimminy Porls 612. 1 Spas and heated pools must have covers (except sola-1- heated! . olarheated) . Noncommercialpools must have a pump timer . Gas spa & pool heate7s must have a minimum thermal efficiency of 78 percent . --------- ------'---- ---------- --------------------------..........-----.....--------...............-- �|�o�er Heads 6l2. 1 Water flow must be restricted to no more than 3 gal..- ...... al- .......... �� 1 All ducts, fittings, mechanical equipment and plenum ���tems chambers sr'all be mecha/`ically attached , sealed, ins- ulated and installed in accordance with the criteria of Section 610. Ducts in uncondizioned attics must be insulated to a minimum of R-6. Air handlers shall not be instalned in attics unless in mechanical Closet . ----`- - - - --------- -- -- ---` --' ---- ------- --------------- |�AC Corzr�'le 6�7 ' 1 Separate . eadily accessible nanual o' automatic thermostat for each system. �........��� �..... ............ ��� nsulat � on �0� 1 Ceilings minimum R-13. Common walls - Frame R-11 or 60� 1 CBS R-3 both sides. Common ceiling & floors R-11 . ............. � *******« Rol ***»*« »*** **« TOY ON*********************************»**************** CUMM[R CALCULATIONS - ******************************************************************************* �== BASE === | === AS -BUILT === =============================================================================== GLASS---------------- | ORIEN AREA x BSPM = POINTS | TYPE SC ORIEN AREA x SPM x SOF = POINTS N 26. 00 65. 0 1710. 8 \ DBL CLR N 12. 0 J8. 3 . 90 413. 2 | D8L CLR N 6. 0 3S. 3 . 77 177. 7 ` DBL CL� N 3. 0 38. . 69 79. 3 | DBL CM N 5. 0 38. 3 . 69 132. 1 65. 8 4408. 6 | DBL CLP E 30. 0 79. 7 . 94 2238. 2 | DBL CLR E 15. 0 79. 7 . 86 1031 . 3 � DBL CLR [ 9. 0 79. 7 . 75 535. 8 � D8L CLR E 10. 0 79. 7 . 84 873. 4 C 108. 00 65. 8 7106. 4 \ D8L CL� S 15. 0 66. 2 . 93 927. 0 | DBL CLR S 15. 0 66. 2 . 93 927. 0 | DBL CLR S 33. 0 66. 2 . 38 835. 1 | DBL CLR S 15. 0 66. 2 . 77 768.6 | DBL CLR S 30. 0 66. 2 . 77 1537. 2 W 51 . 00 65. 8 3355. 8 | DBL CLR W 40. 0 79. 7 . 45 1430. 8 | DBL C1 W 11 . 0 79. 7 . 96 844. 3 .... ...-_- -_ _____.....__.... ............._............ _........ ..... ............... ___........_....... ........ _.........._____-__ . 15 x COND. FLOOR / �O�AL �LASS = ADJ. x GLASS = ADJ GLASS | GLASS AREA POINTS POINTS | POINTS - -- - - - ' -- --- - -'--''-----------'-..............------ ............ ---- . 15 ~ 1 , 546. «0 252. 00 . 920 16, 5Ol . G0 15, 259. 02 | 12, 751 . 02 R-VALUE AREA x SPM = POINTS --__.. _ ' -_ '_ _-- --_�_ - -__�-______-_____-__-___________-__________ �ALLS-----------'--- ( [xt 1255. 0 . 9 1219. 5 | Ext Wood Frame 11 . 0 1355. 0 1 . 70 2303. 5 Adj 150. 0 . 7 110. 6 1 Adj Wood Frame 11 . 0 158. 0 . 70 110. 6 | UOO�S---- ----------- | �xIosulated 20. 0 4. 10 82. 0 Ad J 18. 0 2. 4 43. 2 \ Adj Insulated 13. 0 1 . 60 28. 8 � /A 81O. 0 . � 4�n. 3 | Unde` Attic 30. 0 822. 0 . 60 493. 2 | Under Atti` l9. 0 38. 0 1 . 10 41 . 8 | -3322. 0 Slab on. Grade . 0 106. 0 -41 . 20 -4367. 2 �djacent 19. o 145. 0 . 40 5O. 0 ` NFILTRATIO� | �OTAL SU�MER POINT3 | 25, . M. 57 23, S69. 72 ============================================================================== 'OTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING �CI04T11 | COMPON OINTS ��... .... 25, 112. 57 . 37 9, 2C1 . 65 1 23, 8L9' 72 1 . 00 1 . 070 . 340 1 . 000 8, 683. 80 Tom »«***************»***********************************«*»*****************»»« WINTER CALCULATIONS - »****************************************************************************** === BAS[ === | === AS-BUILT ORIEN AREA x BWPM = POINTS | TYPE SC ORIEN AREA x WPM x WOF = POINTS ............. ........ ........................ ........._______ ........................................................................................._......................... ........... ............. ........................ _____ N 26. 00 -i0. 6 '275. 6 | DBL CLR N 12. 0 7. 3 1 . 15 100. 4 | DDL CLP N 6. 0 7. 3 1 . 34 58. 9 ` DDL CLR N 3. 0 7. 3 1 . 48 32. 4 | DDL CLR N 5. 0 7 . 3 1 . 48 54. 0 E 67, �0 10. 6 2 | DBL CLR [ 30. 0 9. 2 . 81 -224.4 D�i CLR [ 15. 0 ' 9. 2 . 63 | �BL CL! . 32 -26. 8 � DBL CLR E 13. 0 -9. 2 . 57 -68. 7 S 10Q. 00 1S. L O DBL CLR S 15. 0 -28. 4 . 97 -413. 4 | DBL CLR S 15. 0 '28. 4 . 97 -413. 4 ( DDL CLR S 33. 0 -28. 4 . 09 82. 7 | DBL CLR C 15. 0 2O. 4 . 87 -371 . 9 � DDL CLR S 30. 0 4 . 87 -743. 9 W 51 � ;C � � ' E ���C � | �BL �L� � 4C. 0 9. 2 . 69 253. 2 � DBL C�R W 11 . 0 -9. 2 . 89 -90. 0 _.........________..... ...... ... ___.....__... .............._....................... ..................._ . 15 x COND. FLOOR / 73TAL OLASS = ADj. x GLASS = ADJ GLASS 1 GLASS AREA AREA FACTOR POINTS POINTS 1 POINTS . 15 � , 54�. 00 252. 0t . 320 -2, 671 . 20 -2, 458. 14 1 -1 , 857. 47 =============================================================================== AR[A � BWPM `- POINTS | TY�[ R-VALUE AREA x WPM = POINTS '---'-.....--------.....----------------------.....----..... ........-.........................--..........-------------............... ..................-- JALL�- - '- - 1^ 0 1355. 0 2. 2 2381 . 0 | Ext Wood Frame 11 . 0 1355. 0 3. 70 5013. 5 Adj 150. 0 J. L 560. 8 | Adj Wood Frame 11 . 0 153. 0 3. 60 568. 8 � DOORS---- -'-'------- | Zxt 20. 0 12. 3 206. 0 1 Ext Insulated 20. 0 8. 40 168. 0 Adj 18. 0 11 . 5 207. 0 | Adj Insalated 18. 0 8. 00 144. 0 | CEILINGS---------'--- | UA 818. 0 1 . 2 981 . 6 | Under Attic 30. 0 822. W 1 . 20 986. 4 | Under Attic 19. 0 38. 0 2. 00 76. 0 | -LOORS--------------- | �lb 106. 0 8. 9 343. 4 1 Slab-on-Grade . 0 106. 0 18. 30 1992. 8 7sd 145. 0 1 . 0 139. 2 | Rsu Wood Adjacen+ 19. 0 145. 0 2. 20 319. 0 | INFILTRATION --'--- -- | 1546. 0 7. 4 11440. 4 1 Practice #2 1546. 0 7. 40 11440. -1- 15. 049. 2G 1440. 415, 049. 26 1 18, 851 . 43 ============================================================================== OT�L x SYSTEM = HEATING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING �IN PTS MULT POINTS | COMPON RATIO MULT MULT MULT POINTS _.... _....._________________............ __________.....___.......... 15, 049. 26 155 8, 277. 09 | 1O, 851 . 43 1 . 00 1 . 070 . 472 1 . 000 9, 520. 73 WATER HEATIN8 - **********»********** *«**********»****»**************************************** =============================================================================== NUM OF x MULT = TOTAL | TANK VOLUM[]:: E;*- TANK x MULT x CREDIT = TOTAL D[DRM3 | RATIO MULT __.........._______... ........ ____....._........ ..... __ _...................._.......... 3 3803. 0 11 , 409. 00 1 40 . 94 1 . 000 3560. 0 1 . 00 10, 680. 00 =============================================================================== SUMMARY ******************************************************************************* BASE === === | === AS-BUILT === =============================================================================== �DOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL �OINTS + POINTS + POINTS = POINTS 1 POINTS + POINTS + POINTS = POINTS ........�������� �....����........................... ..... 9291 . 7 8277. l 11409. 0 28, 377. 75 | 8683. 8 9520. 7 10680. 0 28, 884. 53 =============================================================================== ********«******** * EPI = 99. 68 * ***************** ' ��E�GY GUIDE For detailed info/ mat ^ on - of the EPI rating number or for any ITEM listed, ask your Wilder for EPI= 99. 7 ' DCA Form 000A WJ � �r �orm 600B-93 0 l0 20 30 40 50 60 70 80 90 100 | ---'----------- --------------------'--X- | The maximum allowaWle EPI is 100. The lower the [PI the mors efficient the home RESIDENTIAL [NERCY P[RFORMANC[ RATING CH[[T {TE� HOM[ �ALUE Low [f �ic . ency High Efficiency CI%GL CLR DCL TINT AINDOWS. . . . . . . . . . . . . . . . . . . . . DouWe CIE,,- ---- } lNCULAT�ON. . . . . , . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30. 0 | -------'------------X | �-0 R-7 Wall R-Value. . .----X | R0 R-19 �locr R -Value. . . . . . . . . 19. 0 | —'------- -----------X | CONDlTIONER. . . . . . . . . . . . . 10. 0 SEER 17. 0 SEER. . . . . . . . . . . . . . . . . . . . . . 10. 0 | X ' - ----- ----- --- | !EATING SYSTEM. . . . . . . . . . . . . . 6. 8 HSPF 12. 0 Electric X37F. . . . . . . . . . . . 7. 2 | X------------------- | ��ATER HEAT[R. . . . . . . . . . . . . . . . 0. 88 0. 96 Electric �F. . . . . . . . . . . . . . 0. 9� | ---------------X----- | 0. 54 0. 90 GasEF. . . . . . . . ' . . . , . 0. 00 | --- ------------------ \ 0. 40 0. 80 SolarEF. . . . . . . . . . . . . . | --------------------- | ]THER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - Curti Vy . . . .certi [y t|'at these energy s=vzng faatures requi � ed for the Flu�ida oergy Code have been installed in this house. 8u� � der \dd,ess: _______________Signature: �� te: _ ' .ity/Zip K K_� _} lorida Energy Code for _Vlding Constr�ction - 1993 �loriKa Department of Community Affairs FL-EPL CARD93 SERIAL # 7116 * ResmanuJ (c ) * 04-12-1995 ' W�|OL[ |}OUSE HEAT GAIN / ||EXT LADES CALCULATION USING FLA/R[5 (c ) DATA FILES (BASED ON A. C. C. A. MANUAL J - SEVENTH EDITION (c ) 1986 by A. C. C. A. ) �.......... ....... ............. ����������� `ROJECT : !546 MASTER PLAN ADDRESS : :ITY : ]LDG CONTR : SHAFFER $ SONS |VAC CONTR : McGOWAN' S A/C Cond Flr Area: 1546 OF « GLASS/SF RATIO = 16. 3% * House Faces: East « Clim�tic Conditions & Design Conditions * _ ......... ..._ ____.....___............. ............................____....._... ________....._........................................ Geographical Location Florida | Jacksonville ������������....................�..........���.......... ...�� .............�.........���... .........���............. ............................�..... ��� North Latitude / Elevation | 30 Deg. / 24 Ft . Above Sea Level Outdoor Winter Dry Bulb | 32 Deg . F Indoor Winter Dry Bulb | 70 Deg . F Winter (Actual ) Temp. Diff. | 38 Deg . F Winter Temp. Diff . wTw | 40 Deg . F � 0u0door Summer Dry Bulb | 94 Deg . F Jutdoor Summer Wet Bulb | 77 Deg . F 8ut�oor Cummer Hum. Ratio 8r/Lb | 114 Iadoor Summer Relaltive Hum. | 50% Indoor Summer Design Gr /Lb . \ 49 Indoor Summer Dry Dul :: | 75 Deg . F Indoor Summer Wet Bu] b | 62. 3 Deg. F @ 64 Gr/Lb Summer Daily Range 1 13 Deg . F M Summer (Actual ) Temp. Diff . | 19 Deg. F Summer (User Sel ) Temp . Diff . (sTd) | 20 Deg . F .... ......... __.....__............. ___ * >)EATINC SUMMARY * SH1546. DAT * COOLING SUMMARY * SUBTOTAL : 24153. 60 | STRUCTURE SENSIBLE : 16797. 30 | MECH. VENT- 200 Cfm : 4180. 00 | SENS. + MECH. VENT : 20977. 30 | TEMP. SWIN8 @ 3 DEG. : 1 . 00 ! OCCUPANT/APPLIANCE : 3000. 00 DUCT LOSS 1207. 68 | DUCT GAIN : 2397. 73 TOTAL LOSS/8TUH : 25361 . 20 ; TOTAL SENSIBLE : 26375. 03 | TOTAL LATENT : 11871 . 69 ; SENSIBLE i LATENT 38246. 72 20% OVEDSIZE FACTOP : 5072. 20 : 20% SE%T. OVRSZE FTR: 5275. 01 ACTUAL / �0% OV[REIZE: 30433. 54 | SENS. 20% OV[RSIZEh 31650. 04 [QT U���� CA���[� C� MOD � �CCY0J6 3 AHU MOD # FA4ANF036005 M � INP/DTUH ||TC OUTP/BTUH 5KW AFUE/HSPF 7. 5 TYPE HP CENCIDLE DTU}1 LAT[NT BTUH 35000 TTL CLG BTUH 35000 NONAGE 2, S S)EER 10 CL! CFM 1200 HTG CFM 1200 __... _..............._..................................................................... �� �e�artment of Commun� ty �ffazrs SN: 7116 ��J��}DA �^�[RUY [F�ICIEN�Y C3D[ �OR BUILDING CONSTRUCTION ` �ORM 60OA 9J Resz :ential Whole Building Per �ormance Method A NORTH P�OJECT mAM[� 046 nACTER PLAN | DUILDER: SHAFFER & SONS � PCAU TTING / CLIMATE ' ' | OFFICE: | ZONE: 1 } _ | 21 _ 1 3 | _ ( OWNER: | "2RMIT NO. : JURISDICTION NO. CK 1 . New construction or addition 1 . New Construction 2. Single family detacheN or Multifamily attached 2. Single-Family --- 2, If Multifamily-No. of univs 3. 4. lf Multifamily, is t:is a worst case (yes/no/ 4. 5. Conditioned floor area (sq . ft . ) 5. 1546. 00 6. Predominant eave overhang ( ft . ) 6. 1 . 33 7. Porm overhang length ( ft . ) 7. 11 . 33 O. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. 0. 0sqft 252. 00sqft b . Tint . film or solar screen 8b . 0. 0sqft 0. 00sqft 9. Floor tyoe and insulation : a. Slab on grade (R-value, perimeter ) 9a. R= 0. 00 , 106. 00 ft b. W000, raised (R value, area ) 9b . R=19. 00 , 145. 00 sqft 10. Net Wall type area and insulation:; � a. Exterzor : 2. Wood frame ( Insulation R-value) 10a-2 R=11 . 00, 1355. 00sqft____ b. Adjacent ; 2. Wood frame ( Insulation R-value) 10b-2 R=11 . 00, 158. 00sqft____ 11 . Ceilir.g type area ard insulation: ' Z. Under attzc ( Insulatzon R-value) 11a. R=19. 00 , 38. 00sqft____ a. Under attic ( Insulation R'value) 11a. R=30. 00 , 822. 00sqft____ 12. Air distribution systems a. Ducts ( Insulation + Location ) 12a. R= 6. 00 , uncond 13. Cooling system 13. Type: Central A/C SEER: 10. 00 l*. \ /eat :�' ng System: 14. Tyne; Heat Pump ____ HS PF ^5. Hot water system: 15. Type: Electric |6. Hot Water Cre�its� (H�-Heat �ecover�, 16. ____ DHP-Deuica�ed }�eat Pump ) ' 7. Inf� l �ra+ ion pract� ce: 1 , 2 or 3 l7. 2 ____ �CFte , \ ing Fa.. , CV �ross vent , �arr � er , MZ-nult � zone) .�, EPI .m�st not excee� 100 poznts� l9. 9S. 68 ____ W To�al As-Built points 19a. 28884. 53 b . Total Dase polrts 1::,evieU no he nlans and soecifications �zt,/ the Florida Energy g . Code. Belore construction is completed � mis nui , dzng will be inspected for complzancn in accordance with Section ... ........ ................ ........ _ ....... __ � 553. 908 F . S. | I hereby car tiA that this building 1 � comp� � ance with the Fiorioa [nergy | ` JWNER/�GE�T : �� BUILDING OFFICI ;A �� - 7--- DATE: ^ \& ' -------- --�--- - -------------- -----/'=�--����--�-�-------------- ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK =============================================================================== PRACTICE #1 606. i COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. --------- ` ------ - — ---- -- -----'------------- ----------..........------------.....- Wjndows Maximum of 0. 34 CFM per linear foot of operable sash crack ( includes sliding glass doors) . _........ _____________________ ..._... ___..... _______________________ �xterzor & 1 Maximum of 0. 5 CFM per sq . ft . of door area: solid Aojacent Doors core, wood panel , insulated or glass doors only. -------------'------------------ ------........................... ---............. --------- ........---................................... ----- [xterzor Joints 606. 1 To be caulked , gasketed, weather-stripped or other -.- Cracks ther- Cracks wise sealed. .......................���..............������������ ����........ ...... ................��� PRACTICE #2 6C6. 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: --------------------- -------------------------------------------------------- Exterior Walls C00. 1 Top plate penetrations sealed. Infiltration barrier & FIoo's installed . Sole plate/ floor joint caulked or sealed . --------------'----'-------------------------------------------------------- Exterior Walls 606. 1 Penetrations, joints and cracks on interior surface & Ceilings caulked , sealed or gasketed . DuctWork 606. 1 Ductwork in unconditioned space must be sealed. _.................... ....... .................._____.........._____ ....................................._....._......................................._........._ � zreplaces 60L Equipped with outside comnustion azr , doors and flue dampers. � ---------- -- -'-- - --- - ---' ---------------------------------..... ........ ...-......... - Extaust Fans 606. 1 Equipped with dampers. Combustion devices see 606. 1 . A. 2. -- --'--- ---- -- ----- ---------------------------------.....-.....---......................... ........--.............................--- 'ombust � on 606. 1 Combustzon space and water heating systems provided ]eating with outszco combustion air , except direct vent appliances. --------------- --------------------'-------- ...-....--------- `----------.....---.......... ............. ** OTHER PRESCRIPTIV[ MEASURES (must be met or exceeded by all residences. ) ** -------------- ----------- -' -----------------....-... --------------...................................-..........- ............. ��ater Hea�ers 6|2. | 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 . -------------------- - ----------------............ ..........--'----.....------- ........... ........................................ ...---.......... ............ 3wzmming ro-ln 512. 1 Spas and heated pools must have covers (except solar ' 9pas heated) . Non-commerczal pools must have a pump timer . Cas spa & pool heaters must have a minimum thermal efficien, of 70 percent . '----- ' - ----- ---' '-------- ' - —'--'----- ---------------------.....-------- J���er ||eads 6l2. ! Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. Distribation Ql0. 1 All ducts, fittings, mechanical equipment and plenum -`ystems chambers shall be mechanically attached , sealed, ins- ulated and installed in accordance with the criteria of Section 610. Ducts in uncoodizioned attics must be insnlated tc a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closet . ` .. .. ...... ���` �������������� |�*C Ccn;r�'ls CV , l Separate reamly accessinle manual or automatic thermostat fo/ each system. ----------- -- --- ---------- ---------' -------- - '-- ------------- �.. lation 604, | Ceilings minimum R-10. Common Wall � - Frame R-11 or 60� , 1 CBS R-3 both sides. Common ceiling & floors R-11 . - CUMMER CALCULATIONS - ******************************************************************************* === BASE === | === AS 1" =�= GLACC----------- --- | ORIEN AREA x DSPM = POINTS TYPE SC ORI[N AREA x SPM x SOF = POINTS '-------------- -- -- - -- - - N 0 26. 00 65. O |710. 8 DBL CLR N 12. 0 28. 3 . 90 413. 2 | DBL :,::1 1:?. N 6. 0 38. 3 . 77 177. 7 ` DBL CA N 3. 0 38. 3 . 69 79. 3 | DBL CLR 3 . G9 132. 1 [ 67. 00 65. 8 4408. C! | DBL CLR E 30. 0 79. 7 . 94 2238. 2 | D8L CLR E 15. 0 79. 7 . 86 1031 . 3 | DBL CLR [ 9. 0 79. 7 . 75 535. 8 \ D81 13. 0 79. 7 . 84 873. 4 C 108. 00 65. 8 7106. 4 DBL CIN S 15. 0 66. 2 . 93 927. 0 | DBL CR S 15. 0 66. 2 . 93 927. 0 | DBL CLR S 33. 0 66. 2 . 38 835. 1 | DBL CLR S 15. 0 66. 2 . 77 768. 6 | DBL CLR S 30. 0 66. 2 . 77 1537. 2 W 51 . 00 65. 8 3355. 8 1 DBL CLR W 40. 0 79. 7 . 45 1430. 8 | DBL CLR W 11 . 0 79. 7 . 96 844. 3 -------------- ----------------'---------------------------------..........------ -- 15 x COND. FLOOR / `OT�L ]LASS = �DJ. x GLASS = ADJ GLASI | 8LASS AREA P01'.NI" �........................ . �5 1 , 54C. 00 252. 00 . 92� 16, 581 . 60 15, 259. 02 1 12, 751 . 02 R-VALU[ AREA x SPM = POINTS �ALLS------- ----'-- | �xt 1355. 0 . 9 1219. 5 | Ext Wood Frame 11 . 0 1355. 0 1 . 70 2303. 5 Adj 152. 0 . 7 110. 6 Adj Wood Frame 11 . 0 158. 0 . 70 110. 6 DOO�3---- ----------- | ` Ext Insulated 20. 0 4. 10 82. 0 Adj lnso!ated, 1O. 0 1 . 60 20. O � U:de` Attic 30. 0 822. 0 . 60 493. 2 | Under Atti` 19. 0 38. 0 1 . 10 41 . 8 ) -3322. 0 Slab . 0 106. 0 -41 . 20 -4367. 2 �sd 145. 0 -4. 0 -578. 5 | Rsd Wood Adjacent 19. 0 145. 0 . 40 58. 0 NI 1: TION | 1546. 0 O. 0 12268. 0 | Practice #2 1546. 0 O. 00 12368. 0 TOTAL SUMMER POINTS | 25, 1i2. 57 | 23, 869. 72 ============================================================================== 'OTAL x SYSTEM = COOLING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING r�INT3 | COMPON RATIO MULT MULT MULT POINTS ' ' -- ' - - ' - 25, 112. E7 . 37. 37 S, 2q ! . 65 | 231, 8S9' 72 1 . 00 1 . 07C . 310 1 . 000 8, 683. 80 ============================================================================== »**»«**NATO***TOT************************************»**»*»»kw**************»»« WINTER CALCULATIONS ' »*****tot**»***««*«»*«********VIA*******»************************************** ASBUILT === =============================================================================== ORlEN AREA x B�PM = POINTS | TYPE SC ORIEN AREA x WPM x WOF = POINTS ..............._______ ___..........______..................... _.......... ........_.... ........ ............................ ................._........ ____ k DL CI i7: N 12. 0 7. 3 1 . 15 100. 4 | DDL CLR N 6. 0 7. 3 1 . 34 58. 9 | DDL . 3 1 . 48 32. 4 ' 7. 3 1 . 48 54. 0 DBL CLR E 30. 0 9. 2 . 01 -224. 4 � DJL CLR [ 15. 0 9. 2 . 63 -86. 5 � EBL CLP E 9. 0 -9. 2 . 32 -26. 8 \ DDL CLR E 13. 0 -9. 2 . 57 -68. 7 ` S 10O. 00 -10. 6 Q144. 8 DBL CLR S 15. 0 -28. 4 . 97 -413. 4 | DBi LR S 15. 0 -28. 4 . 97 -413. 4 | DBL CLR S 3J. 0 28. 4 -. 09 O2. 7 | DBL CLR S 15. 0 20. 4 . 87 -371 . 9 | DBL CLR S 30. 0 -28. 4 . 87 -743. 9 W 51 . 00 -10. 6 -340. 6 | DBL CLR 00 40. 0 -9. 2 -. 69 253. 2 | DBL CLR W 11 . 0 -9. 2 . 89 -90. 0 ------------.... ...-.....-------......... ........... ....................-----..........-..........---...................------ ................................................... ------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS | GLASS � AREA AREA FACTOR POINTS POINTS 1 POINTS . 15 1 , 546. 00 252. 00 . 920 -2, 671 . 20 -2, 458. 14 1 -1 , 857. 47 AR[A x BWPM = POINTC AREA x WPM = POINTS --------------... ........ ----------------- '--- ............................--............................ -............ ------- .......................---------- �ALL3- -- - - --' --- ( �xt 1355. 0 2. 2 2381 . 0 | Ext Wood Frame 11 . 0 1355. 0 3. 70 5013. 5 Adj 15O. 0 3. 1 560. 8 i Adj Wood Frame 11 . 0 158. 0 3. 60 568. 8 | DOORS---- ------------ | [xt 20. 0 12. 3 2*6. 0 Ext Insulated 20. 0 8. 40 160. 0 Adj i8. 0 11 . 5 207. 0 | Adj Insulated 18. 0 8. 00 144. 0 | CEILINGS- ----- ------ � ']A 818. 0 1 . 2 981 . 6 1 Undp.' Attic 30. 0 822. 0 1 . 20 98C. 4 . Unle/ Attzc 19. 0 38. 0 2. 00 76. 0 | ;lb 106. 0 8. 9 143. 4 ( Slab on Grade 106. 0 18. 80 1992. 8 z . 0 z39. 2 | R- c �� '0 l45' 0 2. 20 319. 0 lNFILTRATlON '-'--- - | 1546. n � ' 4 � 1++0. 4 | Prac� zce #2 1546. 0 7. 40 11440. 4 ` OTAL WIN�[� 7Oi��TC � 18, 851 . 43 2T�L x S�S �[� ' H[ATING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATIN6 75 1NT3 | COMPON RATIO MULT MULT MULT POINTS ........�.........�..........������ 15, 040. 2E . 55 0, 277. 09 | 18, S51 . 43 1 . 00 1 . 070 . 472 1 . 000 9, 520. 73 =============================================================================== »»*x * ** x * nxxx»****x*x :x :xxxx: x*xx:*******»xx»x**xxxxx WATER HEATING - =============================================================================== N�M OF x MCLT = TOTAL TANK VOLUME EF TANK x MULT x CREDIT = TOTAL ��DRM3 | RATlO MULT ------ --' -' ..................--.- 3803. 0 403. 00 | 40 . 94 1 . 000 2560. 0 1 . 00 10, 680. 00 SUMMARY ******************************************************************************* === BASE === | === AS-BUILT === =============================================================================== �VCLIN8 HEATING I|OT WATER TOTAL ( COOLING HEATING HOT WATER TOTAL rOINTS + POINTS POINTS = POINTS | POINTS POINTS + POINTS = POINTS �.....��.....�......................... ................. ..............���� 9291 . 7 8277. 1 114o9. 0 20, 377. 75 8683. 8 9520. 7 10680. 0 28, 884. 53 ********«******** * EPI = 99. 68 * ***************** � ` �NECSY GUIDE For detaileu in |o' mat ^ oo ' of the EPI rating number or for any ITEM listed, ask your Builder for EPI- 99. 7 DCA Form G00A �J "r Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 � --'------------------------------------X- | The maximum allowable EPI is 100. The lower the ErI the more efficient the home RESIDENTIA! RATINC CHEET I TEM HOME vALUE Low Efficiency High Efficiency 3INGL CLF: DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . . Double Clc,r | ------ ----- X------- | lN3ULATION. . . . . . , . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30. 0 | --------------------X | R-0 R-7 Wall R-Value. . . . . . . . . 11 . 0 | --------------------X | R-0 R-19 | --------------------X | �TR CONDITIONER. . . . . . . . . . . . . 10. 0 SEER 17. 0 SEER. . . . . . . . . . . . . . . . . . . . . . 10. 0 | X - - - --- - ---- --- | !EATING SYSTEM. . . . . . . . . . . . . . 6. 8 HSPF 12. 0 Electric XC�� . . ' . . . . . . . . . . 72 | X------------------- | HEAT[R. . . . . . . . . . . . . .. . � 0. 88 0. 96 Flectrzc 7F' , . . . . . . . . . . . . 0. -------X----- | 0. 54 0. 90 Gas EF . . . . . . . . . . . . , . 0. 00 \ -------------------- | 0. 40 0. 80 SolarEF. . . . . . . . . . . . . . | --------------------- | ]THER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � certify t\'at these enorgy saving features required for the Florida ..ergy Code have Ueen i /'stalied in Lhis house. Builder �ddress: -------Signature: �� t : �qT-_ ' U �7 Aty/Zip �``-�}\ K-� _} -lorida Energy Code for �bilding Constr"ction - 1993 -lorida Department of Ccmmunity Affairs FL-EPL CARD93 ` SERIAL # 7116 * ResmanuJ (c ) * 04-12-1995 ' WHOL[ HOUSE HEAT GAIN / |\[AT LOSS CALCULATION USING FLA/R[Mc ) DATA FILEC (BASED ON A. C. C. A. MANUAL J - SEVENTH EDITION (c ) 1986 by A. C. C. A. ) ........... __.... ...______________ `�OJECT : �54� MAC��� PLAN �DDRESS : :ITY : ]LDG CONTR : S|<AFFER $ SONS MAC COKTR : McGOWAN' 5 A/C Cond Fly Area. 1546 OF « GLASS/SF RATIO = 11. 3% » House Faces: East « Clio`6tic Coodztions & Design Conditions * - - --- — ' ----- - ---- ------ --- ----- - -----..........-..... ...-.......... Geographical Location Florida | Jacksonville -- -----------------------------------'---- -------- ------------------- North Latitude / Elevation | 30 Deg . / 24 Ft . Above Sea Level Outdoor Winter Dry Bulb | 02 Deg . F Indoor Winter Dry Bulb 1 70 Deg . F Winter (Actual ) Temp. Diff. | 38 Deg. F Winter Temp. Diff . (,To) | 40 Deg . F Owdoor Summer Dry Bulb | 94 Deg. F Outdoor Summer Wet Bulb | 77 Deg. F Out�oor Summer Hum. Ratio Gr /Lb { 114 !"door Summe, Relaltive Hum. | 50% Indoor 5ummer Design Indoor Summer Dry 2011::: \ 73 Deg . F Indoor Summer Wet u] L, 1 62. 3 Deg , F 64 Gr /L[::.,, Summer Daily Range | 19 Deg . F M Summer (Actual ) Temp. Diff . | 19 Deg . F Summer (User Sel ) Temp . Diff . (sTd) | 20 Deg . F --'---'--- -- ---' '- ----' ----------- - -- -------' -- -' ----- ---------..............--- * >}[ATINC CUMMARY * SH1546. DAT * COOLING SUMMARY * � SUBTOTAL : 24153. 60 | STRUCTURE SENSIBLE & 16797. 30 KECH. VENT- 200 Cfm : 4180. 00 | SENS. + MECH. VENT : 20977. 30 | TEMP. SWING @ 3 DEG. : 1 . 00 ! OCCUPANT/APPLIANCE : 3000. 00 DUCT LOSS : 1207. 68 ! DUCT GAIN : 2397. 73 TOTAL LOSS/B701 h 25J61 . 20 KOTAL SENSIBLE 26375. 03 ! TOTAL LATENT : 11871 . 69 : C[NSIDL[ ' LATENT 90246. 72 �CTUAL / �01 OVERSIZE; 30433' 5+ | SENS, + 20% OVERSIZEn 31650. 04 [QT MA�U� CA�R�[� C� MOD � ��C»0J� � A| |U MOD # FA4ANF036005 �TG INP/DT��H '. |TC OUTP/DTUH 5KW AFUE/HSPF 7. 5 TYPE HP CEN3IDL7 DTU|/ LATENT BTUH 3500C TTL CLG BTUH 35000 TONAGE 2, � (S) = 10 CL8 CFM 1200 TG CFM 1200 ____ _________________________________________ 293 P02 DEC 11 195 12:10 CLARSON -- MAP SHOWING PLOT PLAN OF LOT 1]6.- AS SHOWN ON MAP OF SELVA LAKES UNIT THREE AS.RECORDED IN PLAT BOOK 44, PAGES 60 THROUGH 609 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNT`, FLORIDA. FOR. SHAFFER AND SONS ENTERPRISES BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. TREE LEC5F—)Q0 OA K = O, P114ra = P. v PALM = PA - Tp N,o N57.53'3611E '�'z'oq 27.87 C0 0 '"All trees to remain must be barricaded a a minimum of 5 ft. from the trunk of each a c 7 - - tree. Barricades must be installed BEFORE V6 site clearing and remain in place during ALases of construction," M20/v7 z o � R Q 50.pp '1 ., 19 N .9 >.., 58,E 9 P.R.C. � o•os' LITTLE CYPRESS KEY P.R.C. ( CUL,-DE-SAC ) Tree Removal Approved as Noted BY Date ` C\P P QFNGj&ZON%N�O�F�CE p�.0� er,1995 FLOOD CERTIFICATE: THE LOT SHOWN HEREON IS IN FLOOD PREPARED BY: ZONE X. AS SHOWN ON THE FLOOD INSURANCE RATE pc /� MAP, COMMUNITY PANEL, NO. 12007$ - 0001D , DATED 4-17-89. CLARSON AND ASSOCIATES, INC. DATE: pECEMB�R J/ . 1995. PROFESSIONAL LAND SURVEYORS 1643 NALDO AVENUE SCALE: 1~ = 20' JACKSONVILLE, FLORIDA, 32207 F. B.. 3 �, ftp:, 67 LLQ. l.L JJ 1G1YJ \+LI-11\VVIY G� ,,,1 MAP SHOWING PLOT PLAN OF LOT 116, AS SHOWN ON MAP OF SELVA LAKES UNIT THREE AS.RECORDED IN PLAT BOOK 44, PAGES 60 THROUGH 608 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA. FOR: SHAFFER AND SONS ENTERPRISES SEARING REFERENCE: BEARING SHOWN ON RIGHT—OF—WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. TRP-F- LEGEND OA K = O, P 114 r = P.LM t0*N,o� PA = PA - N57053'363'E 27.87' sq s "q >> �� Fgst ao tip Y 0 9 '1 0 /$�a° ° 0 4 In I — 51 9 9��p "All trees to remain must be barricaded 4 a minimum of B ft. front the trunk of each "y d - �"- tree. Baric des must tte ir,staficd BEFORE U. site clearing and remain in place during A.&Vhases W consttus�tiQp." J IF F� A M' P.40 Z � rr` � y R Q 5a 00. N9.9 • , 35819 .. u P.R.C. 0,09, 'o d`. LITTLE CYPRESS KEY P.R.C. ( CUL—DE—SAC ) Tree Removal Approved as Noted �f---- 1 P►PpRpN��o 6 C1� �F g�& NING 0 p ANN1N toy 1995 /-L a FLOOD CERTIFICATE: THE L.OT SHOWN HEREON IS IN FLOOD EPARED BY; ZONE X. AS SHOWN ON THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL, NO. 120075 - 0001D , DATED 4-17-139. CLARSON AND ASSOCIATES, INC. DATE, DECEMBER 1/ 1995, PROFESSIONAL LAND SURVEYORS 1643 NALDO AVENUE SCALE: 1~ = 20' JACKSONVILLE, FLORIDA, 32207 Ile 16, 6 3 7, PM e 7 GJJ 1 CJC LGI. 11 JJ lt• 1rJ �+Lf-11\JUIY _,. MAP SHOWING PLOT PLAN OF LOT 116• AS SHOWN ON MAP OF SELVA LAKES UNIT THREE AS.REGOROED IN PLAT GOOK 44, PAGES 60 THROUGH BOB OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA. FOR, SHAFFER AND SONS ENTERPRISES BEARING REFERENCE: BEARING SHOWN ON RIGHT—OF—WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT, TRF—F— LECEMO : OAK - O. P 14 ra = P, t��N,oL4 PALM = PA . N57.53'36"E 27.87 s q s 01) gip? ° � ✓ ���� ' �� o 0 a cc of 2.•� a "Ali trees to remain must be barricaded n mmum of 5 ft. from the trunk of each Eamcad-�s must be installed BEFORE .� w?�0e2nng and remain in place during N 4 /�'�� Y" 41ases of consttucta�p" M Mo,��' z Ito' � Ul , �1 N "t R Q $ 4. 35819 } P.R.C. 0.090 hyo LITTLE CYPRESS KEY P.R.C. ( CUL—DE—SAC ) Tree Removal Approved as Noted By . Date P5 0,o PGc FL 0Ppe D FLOOD CERTIFICATE: THE LOT SHOWN HEREON IS IN FLOODZONPREPARED BY: MAP,COMM COMMUNITY PANEL, NO.llx� AS 5200 5HOWN 0N 0001DTHE OODATEDR4N RATE CLARSON AND ASSOCIATES, INC. DATE: 1995. PROFESSIONAL LAND SURVEYORS 1643 NALDO AVENUE SCALE: 1" = 20' JACKSONVILLE, FLORIDA, 32207 f B.. 3 710 f!. Co 7