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Beach Ave 63 FO757-PFI_KFY - F7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 4x2 SP p2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP q2 N WEBS Ix? SP H3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/812.53 TOTAL LOAD. 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NO1F: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK UPSIDE DOWN. TOIL OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. —4-10-0 -} _24' -4-10-0-----� 1p. i- y- 3X4m 3X4- 1.5X4 (R)- 3X3- 3X3- 3X3- 3X3- 1.5X4(R)- T T 1-l6-0 1-6-0 *10-3-0 3X4- 1.5X4111 1.5X411 3X4= 2X4111 3X3- 3X31111 2X411 11-8-0 Over 2 Supports -� R-642 Wm3" R-642 W=3" PIT TYP. Al Ine TP -95 Design Criteria: TPT 17, 3wlFL/-/I/-/E/-/- Scale -.375"/Ft. C! M M CD O C) A A 1 MPGR I AN1 A A ALPINE """NEERED PRODUCTS, INC. WARNING TRUSSES REOUTAL E/INEML CANE TC LL 40.0 PSF REF R151- -84162 $MALI NOT BE RESPONSIBLE FOR ANY IN HANDLING, ERECTION AND BBMYIgBB CJ CI C� DEYIAIION FROM THIS DESIGN ON THESE SPECIfICATtONS, OR ANY BRACING. SEE MIB•91 BY 111. SEE THIS DESIGN `'�M' A�NN. TC DL 10.0 P$F DATE 10/30/96 1_71 1-1 I-� IA11HM1 10 1111110 111E IMUS$ IN CONfOAMANCE WITH IPI FOR ADDITIONAL SPECIAL PERMANLNI BRACING Mk t����• Fq��'y F� CI T� l-1 C7 AIPIMI CUNNICIUNS ARE MADE Of TOGA 6ALY, STEEL HEFTING ASrN OUTALMENIS. UNI ESS OI(HNYISE INDICATED, IOP 13L DL 5.0 PSF DRW LIGUSR151 96304037 Q Q A6Sl GNI/ EI(EPT AS NOTED. APPLY CONNECTORS f0 EACH FACE Of CHORD SHALL BE LATERALLY BRACED WITH PROPER P RLQ p Q IN 11)5 AND UMl[SS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEAfMING, BOTTOM CHOAD A• _ B C L L 0.0 P S F HC-ENG DAL WMR CONNECTORS PER DRAWINGS 170. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING • SEE �"�''`�-�_ Q ALPINE CONFORM Y/APPLICABLE PROVISIONS Of MDS E TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/119 1) FOR PROPER "• TOT.LD. 55.0 P S F S E O N - 26811 T R U S S— 5(AI ON THIS OMAYING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS "lq D U R . FAC. 1.0 0 FROM B•R IN Oki Y• ANO SItALL HOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACYOR. ,QPM OF E\ �NI� ;.. _I • ,. 115 S PI <..1 Pll(• -�, C D A C— 24 4n H ---- -1 199 AL OfS ,.IF LCAT Y000 C IOM 10757-PrLKC.Y - IG THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 4x2 SP #2 N REFER TO DRAWING AI50 FOR TYPICAL PLATE LOCATIONS. HOF CHORD 4x2 SP k2 N WI HS 40 SP M:) TRUSS DEFLECTION MEETS L/999 LIVE AND L/949.40 TOTAL LOAD. 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS 1RUSS MAST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK UPSIDE DOWN. TOP Of TRUSS MUST BE MARKED BY TRUSS FABRICATOR. MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 6-0-0 24" 6-0-0 l5* ly(lI. 3X4= ' 1. 5X401 3X3= 3X4= 1 .5X4(R)= 3X3= 3X39 1 .5X401 3X39 1.5X4(R)9 1-I6-0 1-6-0 t_ 10-3-0 4X49 3X30 3X3m 3X3n 3X3! 04s 2X411 2X410 - 14-0-0 Over 2 Supports -- R-770 W-3" R-170 W=7.25' PI.T TYP. Al ine TPI -95 Desi n Criteria: TPI 17.3w1 FL/-/I/-/E/-/- Scale -.375"/Ft. O C] M C-1 M 171 **I M P O R I A N T** ALPINE ENGINEERED PRODUCTS, INC. WARNING TRUSSES REOUIRE EXTREME CANE TC LL 40.0 P S F R E F R151- -84159 SHALL NOT RE RESPONSIBLE FOR ANY IN HANDLING. ERECTION AND MAAN111160% C� C� C:::I C7:1 OEVIA110*IRON THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BAACING. SEE HID-01 BY TPI. SEE THIS DESIGN %00,. TC DL 10.0 PSF DATE 10/30/96 ..f F r 1=1IRIS uPl 10 BUILD THE TRUSS IN CONFORMANCE WITH TPI F011 ADDITIONAL SPECIAL PERMANENT BRACING ASE E •9� 1 [D Q Q AI PI ME CONNE(TONS ARE NAD[ Of TOGA GAI Y. STEEL MEETING ASTM OUIRENE NIS. UNLESS OTNERYI SE INDICATED. TOP C•'�•• BC DL 5.0 PSF DRW HCUSR151 96304036 P AAY) 011 EXCEPT AS MOTEO. APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 3� B C L L 0.0 P S F HC-ENG DAL WMR INU11 AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD • _ C� CONNECTORS PER DRAWINGS 170. ISO A 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE W,lr�5T ALPIN E CONFORM Y/APPLICABLE PROVISIONS Of NOS A TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (711 FOR PROPER j . Ip TOT.LD, 55.0 PSF SEON26809 R U S S 1 St AL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY Of THIS �4v • �TA om``` [__ IN OAU Y. AND MALL NOT BE AELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONIAALIUR. PN,,;, OE;Ni!;W�NN DUR .FrIA�,///C��� . 1 .00 FROM B•R .. ,_ • 1:S ►1 SUIS �..: ,..� ..,.,... ;.:. '... 90 SPAC 2 iF 11... -... . ,. T I r - IYr a DIA( ru*n m01/1N uN 1 0751-P1I_KFY I !) A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 1011 CHORD 4x2 SI' #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 1101 CHORD 4x2 SI' #2 N WIBS 4x2 SIT #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. THIS TRUSS SPACED @ 24.0" O.C. IS DESIGNED TO SUPPORT NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED ADDITIONAL CONCENTRATED LOAD AT RIGHT END FROM 8.00' STUD UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. WALL (13,75 PSF) SUPPORTING 07-00-00 SPAN ROOF TRUSSES WITH 00-00-00 OVERHANG. ROOF LOAD IS 30.00 PSF LIVE AND ?X6 p3 IIIM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH 17.00 PSF DEAD. 10 EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. L. �-- 4-10-2 24" 6-10-2 J 15�Ty-�. i- I 1764# 1 .5X4(R)=_ 3X3= 3X3® 3X3 3X3= 5X8= 3X 1.5X4(R s T3X3= 10 1-6-0 r] 10-3-0 3X353 MISS 1.5X4111 1 .5X4111 3X4- 5X5- 3X3- 2X4111 2X4111 2X4111 4--2-0-0-1-J 13-8-4 Over 2 Supports- _1 R=559 W=3" R-1793 W=5.5" PLT TYP. Alpine TPI -95 Design Criteria: TPI 17.3wl FL/-/I/-/E/-/- Scale -.375"/Ft. ALP 1 ll o o **IMPORTANT** SNALLENOTGSELRESPONSISlE11110 TS.f00.1ANY WARNING INUSSES NANDLINGUINE EXTREME FPECTIONCAPE AND T(C LL 40. 0 P S F R E F R151- -88500 CD � DEVIATION FROM THIS DESIGN ON THESE SPECIFICATIONS, OR ANY SPACING. SEE 1118-91 BY TPI. SEE THIS DESIGN TC DL 10.0 P S F DATE 10/31/96 Q O FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RER-P F,:y ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUTAENENTS. UNLESS OTHERWISE INDICATED, TOP P��tIFi� 1?��a BC DL 5,0 PSF DRW HCUSR151 96305046 Q Q Q A65) GR)I EFCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY SPACED WITH PROPER 110. O Q TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHDRO "1 ';• BC LL 0.0 P S F HC-ENG C L R W P F A L P IN E CONNECTORS PER DRAWINGS 1)0. 150 A 16OA-F. OESI6N STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -• SEE m CONFORM W/APPLICABLE PROVISIONS Of NOS A TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (711/91) FOR PROPER $TA�T�E�OF , TOT.L D. 55.0 P S F S E 0 N - 26868 C Q SEAL ON THIS DRAWING APPLIES TO THE COMPONTNf DEPICTED HERE DAYWAI.L APPLICATION, FURNISH A COPY Of THISjs7•��LJf1P;'• DUR .FAC 1 00 FROM B R IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. •Cp 77 PItr, ITIIIF --7-T4 ' N ..'. AI Ot! . --_IE Ir AI < WOOD t IDN l ;..-4, , CAAC j (1 ;.... ...:,:.:, 1:0757-Pf1KEY - F5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR 101) CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N WI[IS 40 SII #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. THIS TRUSS SPACED @ 24.0' O.C. IS DESIGNED TO SUPPORT NOTE: THIS TRUSS MUST BF INSTALLED AS SHOWN. IT CANNOT BE USED ADDITIONAL CONCENTRATED LOAD AT RIGHT END FROM 8.00' STUD UIISIDE DOWN. 101' Of IRUSS MUST BE MARKED BY TRUSS FABRICATOR. WALL (13.75 PSF) SUPPORTING 07-00-00 SPAN ROOF TRUSSES WITH 00-00-00 OVERHANG. ROOF LOAD IS 30.00 PSF LIVE AND PROVIDI IIANGIR Al 1.111 LND Of IRUSS fOR 536.79 LBS. 11.00 PSF DEAD. 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. L —4-8-6 24"- +— —6-8-6 I5" fyP. 764# 3X6= 3X3= 3X3= 3X3= 3X3= 5X8= 135X4(R)= T T 1-16-0 1-6-0 10-3-0 2X4111 3X3 3X3= 1.5X4111 3X4m 5X5= 2X4111 1 .5X4111 3X3- 2X4M L<-2-0-0-ii-J VIE 13-4-12 Over 2 Supports R=537 W-2" R-1785 W=5.5" PLT TYP. Alflne TPI -95 Design Criteria: TPI 17.3wl FL/-/I/-/E/-/- Scale --.375"/Ft. EXTREME M C7 AAIMP01tfANT** SHALLLNofGBEERIIPON5/!0EiFOR1ANY WARNING INUHANDLING.TSSES ERECTONCARE AND TC LL 40.0 PSF REF R151- -88495 =1 c=1 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY !RACING. SEE HIB•91 RY ""- SEF i"'1 DESIGN T C D L 10.0 PSF DATE 10/31/96 m1:3All r= I= IAII URL TO BUILD THE TRUSS IN CONFORMANCE WITH TPI FOR ADDITIONAL SPECIAL PERMANLNT BRACING RE 0 0CD ALPINE CONNECTORS ARE NAGE Of TOGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP PnFlcgf'.p BC DL 5.0 PSF DRW HCUSR151 96305038 Q O Q A65) GAIT EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of CHORD SHALL BE LATERALLY BRACED WITH PROPER •CJ HO 228pQ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD :• ,,• B C LL 0.0 P S F HC-ENG C L R W P F FFFFTE���-- CONNECTORS PER DRAWINGS 110. 150 R IGOA-F. DESIGN STANDARDS WIT"PROPERLY ATTACHED RIGID CEILING -• SEE A L P IN E CONFORM W/APPLICABLE PROVISIONS Of NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/I/91) FOR PROPER STATE OF TOT.LD. 55.0 P S F S E O N 26866 TE-R�U S S INAOxOY,THIS AND SUALLNNOTPBFIES TO RFLIEDTUPONOtNOANYTOfHERCTED WAY HERE DRYWALDESIGNLTOPtHECATION. FURNISH A TRUIS ERECTION CONfRACPY I00.TH15 R1���?� D U R. FAC. 1.00 FROM B•R ., 1 "B= 1 C ro•.vI ,Tulr - 19W .I DISI FICAIT _ 'u0n a '2 E. ;.. ., - SPA:C I NQ,l ... 24 1 0��. -.. 10151-PELKEY - 14-LADDER THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR [Of' CHORD 4x2 SI' b2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS, 1101 CHORD 4x2 SP M2 N WHIS 4x2 SI' #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD. SPECIAL LOADS NOTE: THIS TRUSS MUST [if INSTALLED AS SHOWN. IT CANNOT BE USED ------ (LUMBER DUR.FAC.-1.00 / PLATE DUR.FAC.-1.00) UPSIDE DOWN. 101' OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. TC From 100 PLF at 0.00 to 100 PLF at 0.12 TC From 322 PLF at 0.12 to 322 PLF at 16.31 NOTE: SLL DRAWINGS 615,2.15 Olt 657,2158 FOR GABLE FLOOR DETAILS, BC From 10 PLF at 0,00 to 10 PLF at 16.31 I 1 -6 4+4.S)I f lR.Vji9.9""fig .�" ]�-i8.il-11 S.29 B.1`-19.D" ]I-if4.Pw ki8.S)-*18.5"j-1-6 4-i 13. /5" lyp. 3X3= 1 .5X4 (R)= 2.5X4 T 1-6-0 1-6-0 10-3-0 2X4111 3X3- 3X3- 2X4111 16-3-12 Over Continuous Support it-•330 PI I W--16 3.12 Note: All Plates Are 1 .5X4 Except As Shown. T TYP, AlvineTP -95 Design Criteria: TP1 17 .3wl FL/ -/I/-/E/-/- Scale —.375"/Ft. Q Q C7 Cl Q Q A"1MIIORIANIAAgY141tNGINTLNtOPRODUCT$. INC. WARNING (MISSESNEU"IMLUIRLMICARL TC LL 40.0 PSF REF R151 - -84150 SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING, ERECTION AND MMM►Rf1P Q Q Q Q DIVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE N19 91 BY IPI. SEE THIS DESIGN �` M• RAN�`q TC DL 10.0 PSF DATE 10/30/96 I� Q C1 r IAIIIINI 10 BUILD IN[ TRUSS IN CONFORMANCE WITH TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE RR���A• Q Q Q CI AIYINI CONNLCTUA$ ARE MADE Of 20GA GALT. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED, TOP •��:•.�= BC DL 5.0 PSF DRW fICUSR151 96304035 M p p p .All GRT, ERCLPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL RE LATERALLY BRACED WITH PROPER37• R = B C L L 0.0 P S F HC-ENG DAL W M R TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD •R Q Q CONNECTORS YEA OAAWI NGS 1]O, ISO B 160A F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CE II TNG SEE �E t A L P IN EM CONIORN W1,1PIICABLE PROVISIONS OF NOS B TPI. AN ENGINEEA'S ALPINE TECHNICAL UPDATE (1/1191) FOR PROPER r Io T 0 T.LD. 55.0 P S F S E A N 26801 Q SI AI ON IIgS DRAWING A►PtlE2 !0 T11E COMPONENT DEPICfEO MERE 00.YWALL APPLICATION. fURNiSH A COPY Of THIS /L�'Q�sL �, DUR. FAC. 1 .00 FROM 9 R LTRUSS T"UNIT. AND SIIA/I NOF B( REtf(0 UPON IN ANY Of11CR PAY. DESIGN TO iN[ TRU15 (PEC(fOM CON FR AC FOR FEE .;; 'I •� ` u.1 PI I IU Tf. - 19 AI DES If LCAT W000 C f 0757•PELKEY - F3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR 1011 CHORD 4x2 SIT N2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 001 CHORD 4x2 SP #2 N WEBS 4x1 SP p3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/844.71 TOTAL LOAD. 2X6 #3 ITEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK UPSIDE DOWN. 1011 Of TRUSS MUST BE MARKED BY TRUSS FABRICATOR. MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 892.48 LBS. 7-1-14 J 24" 7-1-14 J 15" Tye. I .5X4(R)= 3X4= 3X3- 3X3- 3X3- 3X3= 3X4- 5X5- T4X4- T 1-6-0 1-6-0 1+10-3-0 4X4= 3X4- 3X3- 1.5X411 3X4- 4X4- Mill 2X411 1.5X411 3X3= 16-3-12 Over 2 Supports 11-902 W-7.25' R-892 W=2" PLT P Aliflne IPI -9S Design Criteria: TPI 17 3w1 FL/-/I/-/E/-/- Scale -.375"/Ft. C] C] C1 C1 M I--] A A I M I O R I ANT*A ALPINE ENGINEERED PRODUCTS. INC. WARN I NG IM TRUSSES REQUIRE FAINENE CARE TC LL 40.0 P S F REF R151- -84148 SHALL NOT BE RESPONSIBLE FOR ANY HANDLING. ERECTION AND p116111110 Q C] DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 RY TPI. SEE THIS DESIGN 111• gA,V,00 TC DL 10.0 P S F DATE 10/30/96 Q 0 0 TAIIIINI IO BUI10 THE TRUSS IN CONFORMANCE WITH TPI FOA ADDITIONAL SPLCIAI PERMANENT BRACING At fC J CIc (� ( ) ALPINE LOMMICTDAS ARE MADE Of ZOGA QALY. STEEL MEETING WIT QUIREMENTS. UNLESS OTHERWISE INDICATED. TO : P11i ��:+i BC DL 5.0 PSF DRW HCUSR151 96304034 O O Q � AG51 GAT/ FACIPF AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL Of LATERALLY BRACED WITH PROPER O TAUS$ AND UNILSS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD ' = BC LL 0.0 PSF HC-ENG DAL WMR CONNECTORS PEA DRAWINGS 170. 150 A 16OA•F. DESIGN STANDARDS WITH PROPERLY ATTACHED 91610 CEILING .. SEE _ A L P I N E CONFORM W/APPLICABLE PROVISIONS OF MDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/911 FDA PROPER A TOT.L D. 55.0 P S F S E 0 N 2 6 7 9 9 Ir-o T R U S S\1, SEAL OR THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF IH IS s � • ` D U R .FAC. 1 .00 FROM B•R (_. IN ONIJ, ANO SHALL MCI BE ACU EO UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTAACI OR. 'yRB DG�`to ERALr T-1 �_ T, _ 1� SPAC I N 24 . ',. • I SS PLA TUIE. 1991 E 0757-l'ILKI Y - F?) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 101' CHORD 40 SI' #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. ROT CHORD 4x2 SP #2 N :02 40 SP #1 Dense: WFRS 4x2 SI' #:3 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/480.00 TOTAL LOAD. 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH SPECIAL LOADS TO EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK •(LUMBER DUR.FAC.-1.00 / PLATE DUR.FAC.-1.00) MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. TC From 100 I'tI at 0.00 to 100 PLF at 22.00 BC From 10 Ptl at 0.00 to 10 PLF at 22.00 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED IC 500 LB Conc. Load at 21.88 UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. CONVF:N110NA1 FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLAIt MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. L 00# I- 8 11 14 241" 11-0-2- 15" Typ. �-� W-2.5X4-- 1.5X4111 3X3= 1 .5X4 (R)a = 3X3 3X3= 4X4 4X4 3X3= 1 .5X4n1 3X3= 4X4= 5X8= 1 .5X4(R)= T 1-6-0 1-6-0 10-3-0 5X5= 4X4= 3X3= B2 3X3= 3X4= 2X4111 W-2 5X4 3X3= 3X3= 4X4= 5X 3X3a1 2X4 R-1889 W-5.5 R-1042 W-7.l.5' lF2-o-4BJ 22-0-0 Over 2 Supports -� PI.T TYP. Alpine TPI -95 Design Criteria: TPI 17.3w1 FL/-/I/-/E/-/- Scale —.25"/Ft. O p Cj Q A A I MI'llk I A N T A A ALPINL ENGIN[EAED PROOUCIS. INC. WARNING 1411161401#04w'MUSSES REQUIRE EXTREME CARE TC LL 40.0 P S F R E F R151 - -84145 SMALL AOI ME AI SPONSI BIE FOR ANY IN HANDLING. ERECTION AND 1411161401#04w C=) 0111ATIUN FROM TRIS D151,04OA THESE SPECIFICATIONS. 00 ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 0 R44,,� TC D L 10.0 P S F DATE 10/31/96 C� O O CI FAILURE TO BUILD THE TRUSS IN CONFORMANCE WIT" TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE F9� Q [� CJ AIPINt CUNNI' IAS ARE NAD( Of TOGA 6ALT. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INOICAI[O, TOP +E BC DL 5.0 PSF DRW HCUSR151 96305071 AA51 6611-I 11CIYT AS NOTLO. APPLY CONNECTORS TO EACH TACE OF CHORD SNAIL BE IAfER AI IY BRACED WITH PROPFR ; P , M' O O Ej Q IRIIS! AND UMMS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD = B C L L 0.0 PSF H C-ENG A B E W M R CONNECTOR!PER DRAWINGS ISO. 150 6 16OA•F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE J� _ o /ALPINE LONFORM Y/APPLICABLE PROVISIONS Of NDS B TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE /1/911 FOR PROPER 1N �� T 0 T.L D. 55.0 PSF S E O N 17282 s (-1 11 AI OA lUl!DRAWING APPLIES f0 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. fU0.Ni1H A COPY Of THIS ``` DUR .FAC. 1 DO FROM B.R TRU 5 Sr —1 1N 9N11 AND lllAtl NOT BE RELIED UPON IM ANY OTHER WAY. DESIGN TO THE TAUS ERECTION COM/0.AC10A ~'yPAIM61111M11VV :�n not - Irrl I DI. fItLI RnD lr oN (F0757-PELKEY - FI-LADDER THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 4x2 SP a2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N WEBS 40 SI' a3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD. SPECIAL LOADS NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED ------(LUMBER DUR.FAC.-1.00 / PLATE DUR.FAC.-1.00) UPSIDE DOWN. TOP 01' TRUSS MUST BE MARKED BY TRUSS FABRICATOR. TC From 100 PLF at 0,00 to 100 PLF at 0.12 TC From 486 PLF at 0.12 to 486 PLF at 21.96 NOIL: SET DRAWINGS 675,215 OR 657,2158 FOR GABLE FLOOR DETAILS. TC From 100 PLF at 21.96 to 100 PLF at 22.08 BC From 10 PLF at 0.00 to 10 PLF at 22.08 L 1 F N 4 051410514105 14@5 1 4815 1 4815 1 481 CLIZU514®5148151481514®514815148 5 4-6-4 13. 5" fyp. �'� W-3X8= 2X4111 3X3= 2X4111 2X491 2X4111 2X4111 2X4111 2X491 1.5X4(R)= 1.5X4 (R)= 2X4111 2X4111 2X491 2X411 2X419 2X4111 2X411 3X3= 1 -6-0 1-6-0 l k +10-3-0 10 3X3- W-3X8- 2X4111 2x419 3X3- .01 22-1-0 Over Continuous Support- 11-492 PI.F W-22-1-0 Note: All Plates Are 1.5X4 Except As Shown. PLT TYP Alpine TPI -95 Dest n Criteria: TPI 17.3w] FL/-/I/-/E/-/- Scale -.26"/Ft. I3 o Ej ED A A I MPOI(FAN1'** ALPINE ENGINEERED PRODUCES, INE. WARN I NG ENUSSES PEOUINI EXTREME CANE TC LL 40.0 PSF REF R151- -84140 SHALL N01 BI RESPONSIBLE EOR ANY IN HANDLING. ERECTION AND pUM1f10P CD DEVIATION FROM THIS DESIGN ON 1HE$E SPICIFICAtIONS, OR ANY BRACING. SEE H1B.91 BY TPI. SEE THIS DESIGN M'• qAN PPvj TC OL 10.0 PSF DATE 10/30/96 O I= C� ED fAILURE TO WILD THE TRUSS IN CONFORMANCE WITH TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,•�`���`'ti qi AIFIMI COMNLCTONS ARE MADE OF IOGA GALV. STEEL MEETING ASTM cuia ENTS. UNLESS OTHERWISE INDICATED. 10P BC DL 5.0 PSF DRW HCUSR151 96304033 Q (: Q Q ARS1 GRIL EXCEPF AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SNALL BE LAFERALlY BRACED WITH PROPER 3j ' F 19TH p O O TAUS$ AND UNLESS OTHEAWISE LOCATED ON THIS DESIGN, POSITION lr ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD •i = B C LL 0.0 P S F HC-ENG DAL WMR (ONNECTOAS PER DRAWING$ 110. ISO B IBOA-f. DESIGN STANDARDS WITH PROPERLY ATTACHED 11610 CEILING SEE �L 26794 o A L P IN E C0 fOAM W/APPLICABLE PROVISIONS OF MOS A TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (I/1/91) FOR PROPER r � T 0 T•L D• 55.0 P S F S E A N 0 SEA1. ON 1MT5 DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY Of THIS `` U IM ONLY, AND SNALL NOT K RELIED WON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTAACIOR. �" YEN�G•- ` DUR.FAC 1 .00 FROM B.R I_1-�'S V,S - fhfF1FFEWMGLG SPACING 2 4.0" �-y Ulf PI _IIUTI. it9 AL nt, ---1flt!LU ..,. W000 C .......10 ;.: ::.: .. :. BP+, :.:--I, WARNING NOTE 19 8 -- Is'6"a 16'9"4 13 1 4 ---+ 1. DO NOT CUT OR ALTER TRUSSES, UNLESS 1J APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT Fl-LADDER _ ACCORDANCE WITH THIS LAYOUT LADDER 1 3. NO BACKCHARGES ALLOWED, UNLESS APPROVE[ IN WRITING BY TRUSS PLANT MANAGER F2 Fli Is) m 4. APPROVED BY v F10 m Ln .+ RAISED HEADER ., APPROVAL DATE: Fil DEL. DATE F3 16) F12-GDR. F13 GDR. X47 LOADING a W PITCH 6/12 Q w to _ o3 LL ILL v OHANG 24" BASE PLATE HT 8-1-2 fW LL Lo N LL V 3 9' F4-LADDER Q JOB: F0757 PELKEY BUILDERS INC. - ff- A- - m N LOC: LOT 20 BEACHSIDE PLAN: m , DESIGNER: BRIAN rn -}- MANNING BLDG . SUPPLIES 16 5 7 8 17 11155 PHILLIPS PKWAY PH/ 268-8225 JAX. FLA. 32256 tr,., t It (1 015711-1111 KfY - I IS) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS I DIMENSIONS) SUBMITTED BY TRUSS MFR 101, C11ORD IX2 SIT #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOI CHORD 4x? SIT #2 N .wflls Ix? Sit #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/938.26 TOTAL LOAD. 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOIE: 1111S TRUSS MUSt [If INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK UPSIDE DOWN. 101, 01 IRUSS MUSt BE MARKED BY TRUSS FABRICATOR. MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 737.77 LBS. 5-9-0 5-9-0 1 �-24"4 1 15" IYI). i- - 3X3- U4-� 1.5X401 I 5X4(R)za 3X3- 3X3= 1.5X410 3X3= 3 X 6!9 T 1-6-0 1-6-0 IN I - . . - - -- *20-9-12 P4 X Z4- 3 X"350 3X3- 3X3- 3X3- 4X4- 2X4111 2 X 4 11 13-6-0 Over 2 Supports R-/4/ W-3" R-738 W-2* R T TYII, A I P I ne 11)1 -95 Design Criteria: TPI 17.3wl FLI-11/-/E/-/- Scale -.375"/Ft. ALPINE LNGINItlHI)PPODUC(S. INC. I:USSE$ REQUIRE EXINt"t CARE A A I MP0I(I ANT* SHALL MDT BE RESPONSI:Lf F(Qj: A IT WARN I NG I HANDLING. ERECTION AMU TC LL 40.0 PSF REF R151- -84345 DI'VIA11011 INCH THIS DESIGN OR THES E 5,1 cl TIC At 1 0 S. A:Y BRACING. SEE "111.91 BY TPI. STE fill S DESIGN TC DL 10.0 PSF DATE 10/30/96 lAlillot 10#UIID TOIL TRUSS IN CONFORMANCE Rim rpi FOR ADDITIONAL SPECIAL PERMANENT BRACING BE P.FjAf, AtPINO, (ONOOLCIONS ARE MADE Of ZOGA GALLO. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 5.0 PSF DRW HC ..t. , I. B C 0 L IISR151 96304005 1:3 E3 CD A653 GRIT czapr AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER IJIUI� AND 1JMLt5S OTHERWISE LOCATED ON III[$DESIGN. POSITION LOT ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD t:L:j C:-i BC LL 0.0 PSF HC-ENG DAL/WPF ONNtClUkl PER DRAWINGS 130. 150 TO 160A-F. DESIGN STANDARDS WITLI PROPERLY ATTACHED RIGID CEILING -- SEE I ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER TOT.LD. 55.0 PSF SEON 26846 ALPIN E r CONIORM 101APPLICABLE PROVISIONS OF NOS A TPI. AN ENGINEER'S Jai- F THIS SkAt TOM IIIIS UkAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY a ......... DUR.FAC. 1 .00 FROM B.R IN UNI V. AND �IIAI L NOT BE Ott ITT)UPON IN ANY 01HER WAY DISIGOI TO THE TRUSS ERECTION CONTRACTOR. I- JTVUSS,�t�,, CZDAC 1 24 t A:1::.jj I I.C.!J1 =01 1OP)III-PI IKI Y 1 14-1 AD DIR THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 101' CHORD 4x'1 SI) b2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 1101 CHORD 40 SI' # N WIIis 40 SI' H:1 TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD. SPECIAL LOADS NOff : THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED ------ (LUMBER DUR.FAC.-1.00 / PLATE DUR.FAC.-1.00) UPSIDE DOWN. TOP Of TRUSS MUST BE MARKED BY TRUSS FABRICATOR. TC From 100 PLF at 0.00 to 100 PLF at 0.12 TC From 322 PLF at 0.12 to 322 PLF at 13.50 NO[I:: SET DRAWINGS 615,275 OR 657,275B FOR GABLE. FLOOR DETAILS. BC From 10 PLF at 0.00 to 10 PLF at 13.50 4 4.5"� 113.5 k 1 .6 4-{ 0-'j-8 0-1-8 0-1-8 0-1-8 0-1-8 0-1-8 0-1-8 k1-6-4d 13. 75" Ty1). 114.5"1 14.5"1 114.5.1 3 X 3=----�' 1.5X4(R)= 2.5X4•- T I 1 6-0 1-6-0 +20-9-12 2X411 3X3- 3X3- 2X411 — 13-6-0 Over Continuous Support ---� R-330 PIF W-13-6-0 Note: All Plates Are 1 .5X4 Except As Shown. PI.T TYP Alpine TPI -95 Desion Criteria: TPI 17.3w1 FL/-/I/-/E/-/- Scale -.375"/Ft. ALPINC1 o U o AAIMI)ORIANT"A SHALLLNOTGBEERESPONSIBLEERED IFORS. IANY WARNING INUHANDLING,11REIXINUMEtRECTIDBARE AND TC LL 40.0 PSF REF R151- -84336 L=1 17-1 E=) OIYIATION FRO"TH15 DESIGN OR THESE SPECIFICATIONS, ON ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 10.O P S F DATE 10/30/96 1'] 17—A ':7j CI 1AII00t 10 1111111) 111E TRUSS IN CONFORMANCE WITH TPI FOR ADDITIONAL SPECIAL PERMANINI BRACING RE `(GAs, INA, (_] AIPINt CONNICIORS ARE MADE OF 20GA GALV. STEEL MEETING ASIN OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP pl.Q'(\r ATAt•• BC DL 5.0 PSF DRW HCUSR151 96304004 [-� Q [--IAeS)GR 1)tECEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LITERALLY BRACED WITH PROPER V4/ �.• [_ 0 INH!! AND UNIfSS OTHERWISE LOCATED ON THIS DESIGN, POSITION Lf ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD : ) B C L L 0. 0 P S F H C-ENG 0 A L W P F CONNECTORS PER DRAWINGS 110. 150 1 160A F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING •• SEE �' ALPINE C10HN W/APPLICABLE PROVISIONS OF NDS 1 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/91) FOR PROPER sj�zr�� T 0 T.LD. 55.0 P S F S E A N 26844 1�--7 T I f S S�O INAONIOM,iANO IIRIAELNNOfPBE1ES TO R[U EO THE UPONCOMPONENT OfMfRCTED WAY.HERE DE SI GNDRYWALL TO THE APPLICATION. ERECTION CONFURNISH A TRACTOR..AC TOR THIS .5j .FAC. 1.00 FROM B R ' J Al nriu _.' : cn1r ?Q�,n.�, -- � •...; : « Df WooD i1aN WARNING NOTE 1 . DO NOT CUT OR ALTER TRUSSES. UNLESS APPROVED BY TRUSS OFFICE 19 ' 2. VERIFY ALL SPANS AND AMOUNTS. AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED. UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER tL - 4. APPROVED BY : '-' APPROVAL DATE: DEL. DATE C) n N a PITCH 6/12 #47 LOADING i (30 OHANG 24" m BASE PLATE HT 20-09-12 JOB: F0757 PELKEY BUILDERS INC . LOC: LOT 20 BEACHSIDE DESIGNER: BRIAN MANNING BLDG . SUPPLIES 11155 PHILLIPS PKWAY PH* 268-8225 JAX. FLA. 32256 V, t CITY OF 4u&e Veac( - �'tYt�da 800 SEMINOLE ROAD --- -- - -- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: A a9, / Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address 1 / 3 :2 /0 �J jag93 s (:7e rel , . Building Department DATE: �- 9- 9. 7 PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY : ------------ -- ---------------------- -------------------------- 6? C_ ------ ------- --------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc:FILE CITY OF 1�t+�ctr�ic �eacC - �Qo�uda 800 SEMINOLE ROAD -- - ------.---- ATLANTIC BEACH.1 LORIDA 32233-5445 TELEPHONE 1904)247-5800 FAX(904)347-:5805 S L_NC 0;1.1 8.52-5800 CHAPTER 489, FLORIDA STATUTES, PART ( "CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489. 1 03(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF, YOU MAY BUILD OR IMPROVE A ONE - OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST Be FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER 2,000) BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES; OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER "DIRECT SUPERVISION OF THE OWNER, WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY CLEARLY PROTECTS THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1 099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-225(l). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT (247- 5826) IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE A VE DISCLOSURE STA.TEkIE ND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWN -BUI R PERMIT— PROPERTY OWNER/BUILDER Crtas� =moi . fd C 'Z73�i t� 7 ADDRESS TELEPHONE rr SWORN TO AND SUBSCRIBED BEFORE ME THIS CX OF19 q 7 Foto Dsao- I6i-S c-41 --© NOTARY PUBLIC NOTE: PHRASES UNDERLINED ABOVE MY COM ISSION EXPIRES: ARE EMPHASIZED BY THE BUILDING ft DEPARTMENT. =OJ/�~ �.,r MAUREEN KING • Notary Public, State of Florida •,' f:° My Comm. Exp. Mar. 31, 1998 ��os'f�°P Comm. No. CC 359683