Loading...
Permit 1182 Linkside Ct E (vault folder) ADDRF_SSAJC t 13UILDING PERMIT NUMBER -11319 9_ INSPECTIONS FOOTING._._-.__�C._. SLAB________�FG_�.� FRAMING__._r1M _� COVER INSULATION__Z1 j�_w� FINAL BUTLUING_L.�� .,/-/ -q CERTIFICATE OCC__....-.._.__.-____.___.._ ELECTRICAL. PERMIT INSPECTIONS ROUGH___��' _, MECHANICAL PERMIT PLUMBING PERMIT # ` -7. NOTES: P s` 'SS S CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ti ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00001074 Date 7/27/09 Property Address . . . . . . 1182 E LINKSIDE CT Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc safty inspection -------------------- -------------------------------------------------------- Owner Contractor ------------------------ ------------------------ HOYT ELECTRIC, INC. 2210 CORPORATE SQUARE BLVD. JACKSONVILLE FL 32216 (904) 724-4774 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/23/10 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 40 'H j4 q O,o 1 � s rte+ 0 0 F ci p N N N � v 06 t it ` r JOB: 12840 BRIT #187 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFA. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0:29 5.50 10.71 _ BOT CHORD 2X4 SO. PINE #2 19% c') WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0,29 5.50 10.71 c cn ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 & 160/160A-F FOR TYP. PLATE LOCATION DETAILS. F� w In N LJ ID O QI m 4X4 6.00 6.00 2X5 (A 1) 2X5 (A 1) 1X3 2-0-0 5-6-0_1__P-6-0 11-0-0 OVER 2 SUPPORTS R:656# W- 3.50' R-490# Wo 3.50' PLT. TYP.-ALPINE SEON-- 12840 FURNISH A COPY OF THIS DESIGN TO ERECTION CONT-'..ZQR• REV 15.4.7 SCALE 0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE •, ,,O N 8 • DESIGN CRIT:TPI REF R235-60046 C� M� M� q p d **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY W ARN I NG IN HANDLING. ERECTION AND •�; ,...•••. �''•; nAlC--=:3CM = DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FAN 8RACING.SEE 'BWT-76'. (BRACING WOW TRUSSES: '� r �tif I� •. 0, TC LL 30.0 PSF DATE08/27/91 q THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY AND RECOMENDATIONS-WTPII. SEE:AV ��y7.q WITH THE 'QUALITY STANDARD OST8B' BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL DERMA- qr fa2i = TC DL 7.0 PSF ORWG HCUSR235 91239068 CaO ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS NENT BRACING REQUIREMENTS. UNLESS OTHERMISF:q OTHERWISE sHDWNl MEETING REQUIREMENTS aF ASTM AA46 GRADE A, SHOW/j TOP CHORD SHALL BE LATERALLY BRACE)• PO BC DL 10.0 PSF HC-ENG FSO qAPPLY C=C7ORS TO BOTH FACES AT EACH JOINT AND LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHING,: ' TOT.LD. 47.0 PSF 0/A LEN. 11-O-0 SHOWN. BEARING WIDTHS ARE A• NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD P17H RIGID CEILING OR BRCING ' !,Q .DESIGN Nps ANns�TP7TANA.;lDsIPCTICO�OMy1 WITH APPLICABLE PROVISIONS oESI6MEMITHEFIRE REON TARDAM TREATED LUMBERIS(•QFC/,('.�OR....�\�{��.,�a DUR.FAC. 1 •33 PITCH 6.0 12 q O O C� b q W--TPI TMYJ55 PLATE INSTITUTE, NAS NATIONAL DESIGN SPECIFICATION FOR WOW CONSTRUCTION fR{0-roA .�'" SPACING 24.0' TYPE COMM-- . _ •wIA►►A� JOB: 12841 BRIT 407 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 S0. PINE #2 19X - TC X-LOC L-R: 0.29 3.79 6.71 = BOT CHORD 2X6 SO. PINE #2 19% n ' WEBS 2X4 S0. PINE #3 19% BC X-LOC L-R: 0.29 3.79 6.71 C OJ ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. THIS GIRDER HAS BEEN DESIGNED TO SUPPORT: 31 SEE ORWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. FROM ONE SIDE--11 ' 0' OF SPAN FRAMING TO THE BUT CHORD N OPPOSITE SIDE-- 2' 0' OF SPAN FRAMING TO THE TC/BC SPLIT GIVING A TC LOAD OF 74 PLF AND A BC LOAD OF 225 PLF w (D N N W (D O J O 2X4 3X4 2 .5X4 (A 1) 3-10-3 5.00 2X4 2 . 5X4 2-0-0 60 7-0-0 OVER 2 SUPPORTS R-1124,E W- 3.50" R-9590 W- 3.50' PLT. TYP.-ALPINE SEON-- 12841 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.5000 "' ALPINFE ENGINEERED PROOtk.'T6. INC, TRUSSES REWIRE EXTREME CARE •N �,, DESIGN CRIT:TPI REF 8235--60047 0 0 o a r= o **IMPORT ANT**PULL MDT DE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AM 'ZQN B. B'• A= t----3 DEVIATION FROM,NESE GPECIFSu,1DN6 W ANY DEVIATION FROM BRACIW•SEE •eWT-76•,mwc]w Mono 7g16GE6: '�� .•••'•'••• 'TO TC LL 30.0 PSF DATE 081 27/91 THIS DESIGN OR ANY FAILURE TO BUILD THE YPL%s IN CONFIFNANCE COF•ENfARY AND TECONENDATIOW6-+TPI). SEE N 'l\F1Cq•'•T �WITH TIE 'OUALI7Y STANDARD 66100' BY TP7. ALPINE CONaECTOR6 THIS DESIGN FOR AWITIOHAL SPECIAL PERHA-• TC DL 7•0 PSF DRWG HCU$R235 91239070 ARE MA"ACTUFED EF04 2O GAUGE GALVANIZED STEEL L•1.E66 NEWT BRACING iEWIREIENTS. Ua.[66 DTIERWISE: BC DL l0 .O PSF HC—ENG OTIEFNI6E SHD N. HEFTING REWIREIENIS OF ASTM A•A6 MADE A. duff 70P CHOW SNALL BE LATERALLY BRACED'APPLT cvNrEeTORs TO BOTH FARES AT EACH mIM ANo LOCATE As WITH PNaFER.T .ATTApED FLYWoao sIEATNINIB,: ; TOT.LD. 47.0 PSF 0/A LEN. 7-0-0 ygNN. KARING WIDTHS ARE A•NOMINAL UNLESS OTHERWISE SHOW, BOTTOM CHORD WITH RIGID CEILING OR BRACING' �-' �'DESIGN SIAINDARDS CDMFOFWI W77H AWLICABLE PRDVISIONG OF AS SFECIFIEC ON DESIGN. DO NOT UBE TWIG': C ,0 {�: DUR.FAC. 1 33 PITCH 6.0/12 aao ,�AM"PI (PCI). DESIGN WITH FIRE RETARDANT TREATED lUllER. �fC7J'•.•...•' G�`l`�� SPACING SEE ABOVE TYPE MON O-- a__tPl.TRUSS PLATE INS,7,UTE NDB-IUTIONAL DESIGN SPECIFICATION FOR WOOD CdsTRULTION I(•{j t -0 84 -BRITE #187 THIS WG. PREPARED FROM COMPVTER INPUT (LOiOS & M NS ON5 BMITTEO Y TRUSS MFR TOP CHORD 2X4 SO. PINE 42 19% TC X-LOC L-R: 0.29 3.94 7.03 10.50 13.97 17.06 20.71 _ BOT CHORD 2X6 SO. PINE #2 19% n WEBS 2x4 SO. PINE #3 19%. EXCEPT AS SHOWN BC X-LOC L-R: 0.29 7. 15 10.50 13.85 20.71 C U) : WI-2X10 50. PINE #2 19% SPECIAL LOADS :0 -^------------------------------------------------ N ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. TC From 74 plf at 0.00 to 74 plf at 7.00 w SEE ORWGS. 130 S 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. TC From 162 plf at 7.00 to 162 plf at 10.00 O' TC From 74 plf at 10.00 to 74 plf at 21 .00 (D • 6" VIKING HANGER MAY BE USED. BC From 20 plf at 0.00 to 20 plf at 7.00 BC From 44 plf at 7.00 to 44 plf at 10.00 N BC From 20 plf at 10.00 to 20 plf at 21 .00 til BC 635# Concentrated Load at 7.00 cD BC 959# Concentrated Load at 10.00 0 (D 4X8 1X3 4X8 3X8 (A 1) 1 X3 1 X3 3X8 (A 1) MI12 6.00 6.00 I � zo 6X4 8X14 6X4 7-0-0_17-0-0 7-0-0 2-0-0 21-0-0 OVER 2 SUPPORTS R-2246# W- 3.50' R-19330 W- 3.50` PLT. TYP.-ALPINE SEGN-- 12842 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.2500 •L°'NS EISIMEEAED pgQ=,$. INC. TRUfaa 1"WRE EXTREME cur DESIGN CRIT:TPI REF R235--60048 0 o N� 0 0 0 *IMPORTANT**wu W, E reporsu"rut my WARNING IM Nwmiw mEcssw we 0 0 CEYIA1I01 FROM TOWNS NOECIFICAA17045 w ANY DEVIATIGN FMW sres.c.ESE 'aNrt-Ta•,sMUN NCC Tmmlk 'eft. .0 y• TC LL 30.0 PSF DATE 08/27/91 O O O [� TMIE NESIM OR OR FAILtR TO PALO THE TOM IM WVWM= C"GMAHY ATO IEppM DQ&TIo -tKI. El ••• 1'/`''�,•••• C7 C7 C s= MTM ng "AMITY SIAMM aryls•aY TVI, &PINE CWE TIO{DESIGN FOR MMIPML SPECIAL OEMA- '•' ?G ;r:�• TC DL 7.0 PSF DRWG HCUSP235 91239069 •M MANAiACTWPEp FROM ao wRE SALYAMIIEO ETEiL UNLM NEW an+csMa NawlNNeerTs, w ESE DyWEN•Nta o C 7 i = 10.0 PSF HC-ENG pL p I tV p OT EN•IaE aaMK MEETIK IEAUREND Ta OF AFTNN AAE, WAM rt PoTCP CIM**I aE LATERALLY ONAM -A: o c* DL p C OKY CO•ECTONNS To WrN FACES AT EACM JOINT AM LOCATE AS •ITM WO-ENNLY ATTat?ED PLVWM PEATMIWX E-� � ;Z TDT.LD. 47.V PSF 0/A LEN. 21 0-0 C= T C Paw. aE UNS RIMS ARE I• NOMINAL uaEac O'UcwlaE Pow. WTTM Cl-M WITH MIND COLIMa oR wo=w • %^'.,�q �:DUR.FAC. 1 .33 P ITCH 6.0/12 "_vV CE62a SIANDUM CQWO MITM AMICASLE PWn OW CE AS WaMno OM 0WgN. W NM EEE TMS ��•0 /oA '• O C� C� q G O •N D6 ANo VTFI Otis. DESIGN WITH I'VE RETARDANT TREATED LWENN. �` jNCi�N.... -Tri •-faun PLATE vers MDa•M►TIOMZ R lip,sENancATION PER woo NxIaTRueTINs• O SPACING SEE ABOVE TYPE HIPS-- JOB: 12843 BRITE #187 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 4.77 9.03 11 .97 16.23 20.71 _ BOT CHORD 2X4 SO. PINE #2 19% 0 WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 9. 15 11.85 20.71 c In ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE ORWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. ^I W 0 to N W LD O V 4X8 4X4 1X3 1X3 2X5 (A1) 2 2X5 (A1) 6.00 6.00 2. 5X4 5X6 -0- 9-0-0-0-0-0 9-0-0 2-0-0 21-0-0 OVER 2 SUPPORTS R-1126# W- 3.50' R-1126# W- 3.50' PLT. TYP.-ALPINE SEON-- 12843 FURNISH A COPY OF THIS DESIGN TO ERECTION REV 15.4.7 SCALE 0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE GZON B, B'• DESIGN CRIT'TPI REF 8235--60049 [_ [= C7 C7 p o **IMPORTANT** SMALL NOT BE RESPONSIVE FOR ANY W ARN I NG IN HANDLING. ERECTION AND "��1• [_ [= p p DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM BRACING.SEE 'BMT-76'.(BRACING WOOD TRUSSES: ;'. �ZS�jC,t•�Di • TC LL 30.0 PSF DATE 08/27/91 O [= p C= THIS DESIGN OR ANY FAILURE 70 BUILD THE TRUSS IN CONFORMANCE COMMENTARY AND RECOMMENDATIONS-WTPI). SEE O C] p p WITH THE 'DUALITY STANDARD DSTBB' BY TPI. ALPINE CONNECTORS THIS OESIGN, FOR ADDITIONAL SPECIAL PERNA-:�;•��J�37� 'yatA����' TC DL 7.0 PSF DRWG HCUSR235 91239071 p [= p p ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS HENT BRACING REOUIREMENTS, UNLESS OTHERWISE* No 34 T 6 d ALP I N C= OTHERWISE SHOWN. MEETING REOUIREMENTS OF A57M A446 GRADE A. SHOWN, TOP CHORD SHALL BE LATERALLY BRACE(: BC OL 10.0 PSF HC-ENG FSD C:=3 p APPLY CONNECTORS 70 BOTH FACES AT EACH.1p1NT AND LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHING, • . TOT.LD. 4 7.0 PSF O/A LEN. 2 1-0-0 TRUSS p_ Dc51GN BEARING STANOAROSDTL(WFOg11H$ARE 4 W1710MINAL�ILABLE iPROV7570hISSHOWN. OF ASTTSPECOM HORDDWI� DESiGMRIGID CEIDL01tG 7OR�EATH15 C ING �tf- �OR�O�1'':��.� O p O p O C=) ■nos AND NTPI TPI IPCTITRUSS PLATE INSTITUTE, MS-NATTeiwt DESIGN SPEC FILA TIREON RETARDANT T RDA CDREATED LNBER v C/�f{�'4,Y`G`��,,,I DUR.FAC. 1 .33 PITCH 6.:0/12 SPACING 24.0' TYPE HIPS-- elAA�sA►� . / 1 JOB: 12844 BRITE #187 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 5.52 10.50 15.48 20.71 = BOT CHORD 2X4 SO. PINE #2 19% n WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 7.18 13.82 20.71 c cn ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. 9 SEE ORWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. R7 W U1 ID N w 4o O V ru 4X4 1X3 1X3 2X5 (Al) 2X5 (A 1) 6.00 6.00 2. 5X4 5X4 i0-6-0 10-6-0 2-0-0 21-0-0 OVER 2 SUPPORTS R-1126# W- 3.50' R-11260 W- 3.50' PLT. TYP.-ALPINE SEAN-- 12844 FURNISH A COPY OF THIS DESIGN TO ERECTION CONI.:..-,:2R REV 15.4,7 SCALE = 0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE E I--CARE ,ADN B DESIGN CRIT:TPI REF 8235--60050 O C� **IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND . '���'„•••...�BiQ•�'• C� [� T�MISADESIGNFROM Ds7 ANYSFAILUREITOCBUII�OSTME TANY RUSS�INI ATION FROM CONFORMAMCECOAMMENTARYEANDMRECOW7ENDATIONSMMTPI) SSEE: Cc; 7.0 O� TC LL 30.0 PSF DATE 08/2791 O [� C= [= WITH THE 'OUAIITY STANDARD OSTBB' BY IPI. ALPINE CONNECTORS THIS DESI¢N FOR ADDITIONAL SPECIAL PERNA �;.Cb...� E-'1 TC DL 0 PSF DRWG HCUSR235 91239072 p C= p p ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS HENT BRACING REQUIREMENTS. UNLESS OTHERWISE- 4 4 E= ALP I N C7 OTHERWISE SHOWN. MEETING REQUIREMENTS OF ASTM A446 GRADE A. SHOWN. TOP CHORD SHALL BE LATERALLY BRACEI: N� BC DL 10.0 PSF HC-ENG F SD O APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS W17H PROPERLY ATTACHED PLYWOOD SHEATHING.: � �_ TOT.LD. 47.0 PSF 0/A LEN. 21-0-0 NG O •RUSS C� DESIGN BSTANDARDSEAR] MDTCONFORNS AREM M�HIr UNLESS BLE TPRDVISIONS ISE WOF ASN. BOTTOM TSPE�RODMIDH DESIGN.RIGID Do Not USE CING-STHIS��f�' �OR�Q��.•L 4{r!�` O .NOS AND ■TPI IPCTI. DESIGN WITH FIRE RETARDANT TREATED LUMBER. •'"""'•�'\C�.•�'. DUa.FAC. 1 .33 PITCH 6.0/12 o c� O A--TPJ - TRUSS PLATE 155711UTE. NOS-NATIONAL DESIGN SPECIFICATION FDR MUDD CDNSTRUCTIOH �faFO'L .' SPACING 24.0' ITYPE COMN-- Iwu►� , JO 12845 BRITS #187 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TDP CHORD 2XA SO. PINE 42 19X -- - TC X-LOC L-R: 0.29 . 3.94 -• 7.00 10.50 14.00 17.05 20.71 BOT CHORD 2X6 SO. PINE #2 KD 15% = WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 3.94 7.00 10.50 14.00 17.06 20.71 n C • (n SEE DRWGSS ARE 130 SE160/16OA-FJFFORTTYP. PLATEHLOCATIONNDETAILS. 2 COMPLETE TRUSSES REQUIRED rw FASTEN TOGETHER WITH : 16D NAILS w * HUS26, OR HHUS28-2 MAY 8E USED IF SUPPORTED GIRDER IS 1.5'• TOP CH ------------------ 16" O.C. Ul OR 3.0" THICK, RESPECTIVELY. WEBS ------------------ 4" O.C. STAGGERED (�T BOT CH ------------------ 6" W 0 C N * 19921/ FROM ai HIP. NOTE: (1) 1/2" DIA. THRU BOLI' MAY SUBSTITUTED N FOR (2) -16D NAILS IN BOTTOM CHORD ONLY. W (D THIS HIP GIRDER DESIGNED TO CARRY 20'10" HIPSET WITH #1 HIP v AT 7' 0" SETBACK FRAMING TO BOTTOM CHORD FROM ONE SIDE, AND 2 0" SPAN FROM OPPOSITE SIDE FRAMING TO TC/BC SPLIT. 6X8 2 .5X4 3X5 2X4 3X8 (A 1) 2X4 6.00 6.00[ 3X9 (A 1) 12 2 . 5X4 6X4 7X6 4X5 3X5 * b _0_ I 10-6-0 10-6-0 21-0-0 OVER 2 SUPPORTS - R-4462# W- 3.50" R-55110 W- 3.50' PLT. TYP.-ALPINE SEON-- 12845 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.2500 ALPINE ENSINEENED PRODUCTS. INC. TALWES REOUIRE EXTREME CARE ••• •••. DESIGN CRIT:TPI REF R235--60051 0 0 0 0 0 0 **IMPORTANT**Pmu NOT BE RESPONSIBLE FOR AN7WARNING IN Him" G� ERECTION AND ••tQN B. B''• ATR �S DEVIATION FRON THESE SPECIFICATIONS DR ANY DEVIATION FROM B+Ac7NaS.SEE •BMT-76•,(BRASS NNG wpop Tg1b6Fs %N.' f! 'Ip'S TC LL 30.0 PSF DATE 08/27/91 THIS DESIGN OR AHL'FAILURE 70 BUILD THE TRUSS IN COiFWY/{T COM ENIANY Alp fEGOM6NOATION6-.TPI). SEE •'t C.t •.WITH TME 'WALI7Y STANDARD KIDS" BY TPI. ALPINE CONNECTORS THIS DESIGN FOM ADDITIONAL SPECIAL PERMA- :�;ty ••y•; TC DL 7.0 PSF DRWG HWfJR235 g123�75 ARE NNAAIFACIVED FRpI ¢0 SAINGE GALVANIZED STEEL IALESG NEHT ObALIHG REDUIRE/ENTB. UNL[GB OTNEWwISE : •: • BC DL SO .O PSF HCENG OTHERNIBE GNOMICNEETIMNC REN1lARElENT6 OF ASM AAaB GRADE 1. SMDMt TEP cMNOID GNALL BE LITERALLY BRACED' . 'APPLY DOWEC70R6 TO BOTH fAtf6 AT EACH JOUR AND LOCATE A6 w]tN s+NOPEar• ,ATTAN7E0 PL7w0a0 SNEATHIN6,: TOT.LD. 47.0 PSF O/A LEN. 21-0-0 SHOWN BEARING WIDTHS ARE A• MONINAL uH�Es6 OTHERWISE SHOWN. BOTTOM Dov WITH R1cID CEILING DR BR►CING' p . � DNR.FAC. 1 33 PITCH 6.0/12 DESIGN STANDARDS comraw WITH APPLICABt.E PROVISIONS OF AS SPECIFIED ON DESIGN. DD Np7 USE TNIB; ,p CQ a, NMOS AND NTPI (PCI). DESIGN W17H FIRE RETARDANT,SEATED LUINBER. �C�'••.....%.* \� o TNUBS PLATE INB7IlUTE NDS-NATIONAL DRO:GN SPECIFICATION FOR MOOD CO'ETRUGTIDN �• /` ffRfn •.• SPACING SEE ABOVE TYPE C OM N—— S JOB: 1 eA6 BRITE *187 THIS WG PREPARED FROMCOMPUTER INPUT LOADS & DIMENSION SUBMITTED BY TRUSS MFR, :: +TOP CHORD2X4 S0. PINE -, ii, KD 15X - ___�_�___.�-__ __._._TAX-LOG-L-R:--- 0'.29--5:35- 10-;42-15;45-20-.54------- ----_- =- BOT CHORD 2X4 SO. PINE #2 199G n WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 5.35 10.42, 15.48 20.54 0 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. THIS GIRDER HAS BEEN DESIGNED TO SUPPORT: SEE DRWGS. 130 & 160/160A-F FOR TYP. PLATE LOCATION DETAILS. FROM ONE SIDE-- 7' 0' OF SPAN FRAMING TO THE TC/BC SPLIT N OPPOSITE SIDE-- 2' 0' OF SPAN FRAMING TO THE TC/BC SPLIT NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. GIVING A TC LOAD OF 167 PLF AND A BC LOAD OF 45 PLF IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. N W (0 0 v 5X6 3X4 5X4 3X4 5X6 3-10-3 3-10-3 -j7_0 5X6 6X6 5X6 2X4 2X4 20-10-0 OVER 2 SUPPORTS R-2141+1 W- 3.50' R-21414 W- 3.50` PLT. TYP,-ALPINE SEAN-- 12845 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES NEOJIPE F."W E c= .•.•.... DESIGN CRIT:TPI REF R235--60052 C7 C= C =3 .C= [= XXIMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING•IN H&KLPIM ERECTION AID •`"' ~'••. A! �S_ DmATIaFRDNTHESE moricATiom DRANTOEVIATioN F DRACIN;.sm•BKT-7G• mR iciNB mow Taus"m ; • tN .. TC LL 30.0 PSF DATE 08/27/91 THIS MWGN OR ANY FAILURE TO BUILD INE TAM IN COFORMANCE COM ENTARY AND gECWETO►TID6-•TrII. GEE �`F l�.• ,0 '.WITH tTE •DUALITY 61ANDAFD OSIPS• 0T 1P1. ALPINE CLMECTWS Twb DEbIGi iQi ADDITIONAL SPECIAL 9EwU1-:�C.:�Q. 7f':�.. TC DL 7.0 PSF DRWG HCUSR235 9]239074 ANE MANUFACTURED i1DN po GAUGE GALYANIZEO STEEL UNLESS ►ENr GRADING iEWIMOENYS. UNLESS DTHERNW-c7c:V- 1BC OL 10.0 PSF HC-ENG OTHERWISE WNOIMt MEETING;MWIRENEHIS OF "IN AAAB GRADE A. Sort TOP 01OD SHALL BE L►TEPALLT BRAq; t'� 4"MY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS WITH PROPERLY ATTACNEO PLYWOOD SHEATHIW; . • ice` _ TOT.LD. 47.0 PSF OIA LEN. 20-10-0 G'D'R• SEARING NIDINS AAE A• NONINAL UNLESS OTNERNISE SHOW. BOTTOM CDRG"IT" MSID CEILING OR BRLCIM „•:•�.: DUR.FAC. 1 .33 DEPTH � 46.2” DESIGN STANDARDS CONFORM WITH APPLICABLE PPOUSIONS OF As SPECIFIED ON DESIGN. DO ROT LASE TNIi•NDS AID•TPI 1PCT). oESIGN NITN FINE PE7APDANT TREATED Lwaft.:•P ' COR��.�•�`''`,r= i= t•� .—TDI -TgJBB PIAT[ 2NSR77lYR[ NOS-HATIDNAL visor SSECIF1unON PoN MOOD coNGTRxTIDN �fl,�%f)�RF ,�.' SPACING SEE ABOVE TYPE .....FLAT- . A JOB: 12847 BRITE 0187 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X—LOC L—R: 0.29 7.04 13.79 20.54 = BOT CHORD 2X4 SO. PINE #2 19% n WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 7.04 13.79 20.54 c cn ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. m SEE ORWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS R1 MUST BE MARKED BY TRUSS FABRICATOR. w PROVIDE FOR ADEQUATE ROOF DRAINAGE. IF PARAPET WALLS OR LIT CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER, DRAINS to AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE •- DRAINAGE AND PREVENT PONDING AT ALL TIMES. N w to 0 v w 3X5 2 .5X4 5X4 3X5 T T 4-10-3 4-10-3 fl I - 2X4 3X5 5X8 2X4 20-10-0 OVER 2 SUPPORTS R-9520 W- 3.50' R-952# W- 3.50' PLT. TYP.-ALPINE SEQN-- 12847 FURNISH A COPY OF THIS DESIGN TO ERECTION COR REV 15.4.7 SCALE = 0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE �••tON B A��� DESIGN CRYT•TPI REF 8235--60053 — p_ p p p p )(*IMPORTANT)(* SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND �1G ••••. BiQ•Ly'�� 0 pk p THISADESIGNFROM OR ANYSFAILURESPECIFICATIONS BUILD THE TANY RUSS INDEVIATION CONFORMANCE COAMMENTARYE -OWT-76'. (BRACING AM RECOMMENDATIONS-*TPI).. SEE�D TRUSSES: .�i/�\•IV��„'���O" TC_ LL 30 0 PSF DATE 08/27/91 C= pC= KITH THE •QUALITY STANDARD 05788' BY TPI. ALPINE CONNECTORS THIS DESIGN, FOR ADDITIONAL SPECIAL PERMA-.�•o.Clu?ci f :y TC DL 7 0 PSF ORWG HCUSR235 9f239073 C= [� p ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS NEWT BRACING REQUIREMENTS. UNLESS OTHERNISI- d • No o ALPC� OTHERKISE sHOKN MEETING REQUIREMENTS OF ASiN A<d6 GRADE A. SHdIN TOP CHORD SHALL BE LATERALLY BRACE)• • d ' BC DL 10.0 PSF HC-ENG F S D C= p APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHING.*,. TOT.LO• 47.0 PSF O/A LEN. 20-10;0 Q_ TRp pE51GN SHOWN 85TANp ROSEARING KIOTCONFORWHS,ARE ,•NNONI�PLICABLE THERWISI oISE SH NOF ASiTSPEciF IED0H CHORD K ION TH RIGID CEILLOING EACN15-�F• CQ R 1Q�' ��:; • �. d OUR.FAC. 1 .33 DEPTH 58.2 C= C� dC= ■w5 Al■f PI TPI 'PtTRl55 PLATE INSTITUTE- td15 -NATIONAL OESICNI. SSPECIFICA 70N FOR WITH FIRE pOppNLONStARUC7]ON�R. �iC`J'j�;,_O:'LI& •�•• '�4 ; SPACING 24.0" TYPE FLAT-- wLM+� TRUSS MFR 865 R T # 7 THIS W PREPARED FROM COMPUTER !NPVT ADIMENSIONS) UBMITTED Y TOP C ORD 2X4 SO. PINE #2 19% TC X—LOC L—R: 0.29 4.74 8.00 11 .90 16.15 19.57 20.25 S BOT CHORD 2X4 SO. PINE #2 19% - WEBS 2X4 SO. PINE #3 19X, EXCEPT AS SHOWN BC X-LOC L-R: 0.29 4.85 8.00 15.02 19.55 20.25 C N : W1-2X4 SO. PINE #2 19% SEE DRAWING A115/R AND 884, 080 FOR FILLER DETAIL. N ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. PROVIDE FOR HORIZONTAL MOVEMENT AT RIGHT SUPPORT. W SEE DRWGS. 130 6 160/150A-F FOR TYP. PLATE LOCATION DETAILS. N PROVIDE CONNECTION FOR 5304 TO RESIST SLIDING OF MEMBER AT LEFT END OF TRUSS. N W (D O N i 3X4 4X8 4X12 1X3 4X10 1X3 2X6 (F 3) _�bs.00 5.00 6 1 2-5-3 l/ - 2.50 2' `4?w 12 1X3 5X12 3X 1 .5X3 3-11-4 10" ' 4-8-8 15-0-0 8-0-01's-0-0 4-6-8 20-5-8 OVER 2 SUPPORTS y R-938# W- 3.50" R=938# W=3.50" PLT. TYP.—ALPINE SEGN-- 12865 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.2500 ME ,LnEu E6IKE40 Pmmcrr, IIB. TIUMS rEOU7VE EXTMEJE CAN •••• DESIGN CRIT:TPI REF 8235--60069 0 0 0 0 o e *IMPORTANT *a+ On K REaOKIau FDM am WARNING IN mwcu . EMEc1ION aro ! ''�l16TpH •• t= C [= O DEVIATION F ,KE OVOPIrAll" W un OMA-130M OWN EwCIK.EE •BrT-70%mmclK om To"=& `r B••�`- TC LL 30.0 P5F DATE 08/27/91 fl o o TICI OEEIENM OR MY FAAIUE ,O BUILD TK TMUEB IM COW046%mm CDOWNTMR D VEpDwOp•TIWF•.ml. KE .�:•�...T<<�•.' o o O VITM TIE 'QUALITY 91AN)AM EBTBB• BT M. ALPINE TICS M$m Fon aDOITIOML smciAL PEVMa- : • k'"C�Or ;�:TC DL 7.0 PSF DRWG KUSR235 91239092 C= C= O C= AME K~ACTVED PM N PO SAM SALVYIIZEO REEL If#T SUCIM NEQIIVOlNM. UMLEie ORMEMMIE O �I) •�.BC DL 10.0 PSF HC-ENG o ALPi o orKwnee rilaBt 1EFTIK IEeuIrElE�+c of .RM aaaE p01tE A. E+oleL TOP uaMO swu BE uTEraALIY eM.cED % E � �.� p = aMKY Commoi TO BOTH TAMS AT EAOV JODA AM LOCa7E YITN Pra.F1T •TTIpED 1LYNVOpO e1EATMI K, �[.��. TOT.LD• 47.0 PSF OIA LEN., 20-6-8 $MOr i pAisS C DESM. R�COWCM WITIwL AMUCCA&A PI�BKwom.IDIW Or � bw M06M. W MT =TWIS S= '•�O '• gms me-In bcl). DEBIGH WITH FIVE KTANOWT TMEETED LUM M. �f ��DA OUR.FAC. 1 33 o e e o o c r_,m-,Mune MIa,E IMe1Iri/IE oft-0"710«L OEBIew BPEaiICU.TIOn Mw Now MMTNXTIOM 4f�'CkC1� •', SPACING 24.0" TYPE SPEC-- . i '�•�• JOB: 12864 BRITE #187 THS DWG, PREPARED FROM COMPUTER INPUT (LOAM S DIMENSION51 SUBMITTED 13Y TRUSS MFR. 70P CHORD - 2X4 50. PINE 42 19% TC X-LOC L-R: 0.29 3.58 6.74 10.37 14.04 17.57 20.25 = BOT CHORD 2X4 SO. PINE 02 19% n r WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 6.85 11.87 17.56 20.25 C ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. PROVIDE FOR HORIZONTAL MOVEMENT AT RIGHT SUPPORT. m SEE DRWGS, 130 6 160/16OA-F FOR TYP, PLATE LOCATION DETAILS. N PROVIDE CONNECTION FOR 5304 TO RESIST SLIDING OF MEMBER w AT LEFT END OF TRUSS. Ut tD t. N w tD O N u 4X4 4X4 3X4 1x3 3x5 3x6 6.00 6.00 2X6 (F3) T 2.500. 3X9 5X6 12 0-5-15 1�2.so 3X9 3ZD T � 3-11-4 6-8-8 111-0-0 2-10-0 11-10-8 8-8-0 20-5-8 OVER 2 SUPPORTS 3 R-9384 W- 3.50' R-9381 N- 3.50' PLT, TYP,-ALPINE SEGN-- 12864 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTR REV 15.4.7 SCALE = 0.2500 .••.,. t o 0 o c 0 0 **IMPORTANT**a•fi�M71 SE PC WARNING Ii«u1 L eNEic �CTION Cam mo E,l�ti�r'j0y'•,; DESIGN CRIT:TPI REF R235--60066 DEVIATION MON TKSE ®EQFIcAnOM a AMY timmoT F � swu•ssa • R-T6•.wACIm MOOD?QlJNKs Q`,.••'"• B S TC LL 30 .0 PSF DATE 08/27/91 0 0 0 O THIS=219M a ANY FAILtR TO NUI LO TK TRJi IM ODs MOMWARY ASD Psoa.ownvs-.Tnl. SEE (EjRt/lj•. m Z f= o O VITM TIE •QUALITY SIAIpAM MISS'ST M. ALPINE CG+EC"SIS IMS MSI91 FOR ABUTiOP L SPECIAL PEANA- �-�.` c%% % p'TC DL 7.0 PSF DRWG HCUSFt235 93239095 fC7 o p C AM MAKFKTt/EO POOR NO SAM SALYAMIRO ITER%XLM MaMAOM IEWSfifl6ftS. UiEK OTMEIM2R ��?e' o r�Pi p Ot ENN E Paw MM70 IEIUIIE/EWTS OF ASTM AAAI QwoE A. IHMK TOP CHM POLL K LATERKLY 016= €S!: • �. �,�_3C DL 10.0 PSF HC-ENGJJ C 7 p C APPLY OWNCTONS TO BOTH FAM AT EACH JOINT ATO LOCATE AS YITM PPOPMY ATTAO)0 FLY•gON SKAT01fs, .�j `TOT.LD. 47.0 PSF D/A LEN. 20-V-8 ' C TRUSS G SHOW. EWONS 00"M ASE.• M M IM tPUDS OTK1MEt*GM. SOITOM PQ+O WITH 01610 CCILIMS W fouciK ��••.OA �• DESMON STAic"m COWOM InTH AFPLICASLE Pooma is K sPEaFI® ON OEaw. ONO MY UK TIh6 4''.O•••• 10� = OUR. 1 .33 0 0 0 0 0 0 +OG'ND"'n �) DE61/N WITH FIVW)ETAmufT TIELYM LLMER. `O'tAl tt*.,••• SPACING 24.0" TYPE SPEC-- Is—TVI TRM PLATE IMTITU E f0•IwT1OWl MS7W SPECIFICATIW FOR"300 C"TRJC110N •••H,•�. t i JOB: 129AS BRI TE #187 THIS WG. PREPARED-FROM COMPUTER INPUT LOAD y& DIMENSIONS) SUBMITTED BY TRUSS MFR *TOP CHORD 2X4 SO. PINE #2 KO 15X _ --- ---' -----TC-X-LOC- L-R: 0.29- 5.48- 7.03 ll .48 16.33 21.30 24.56 BOT CHORD 2X4 SO. PINE #2 19% 2B.04 n WEBS 2X4 SO. PINE 43 19% BC X-LOC L-R: 0.29 2.64 5.31 7.15 8.69 11.36 13.85 C 21. 19 28.04 to ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. 33 SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER N BRG LOC 2 13-10-04: 1 BLOCK 12" LONG - 2 16d NAILS/BLOCK w SHIM ALL SUPPORTS TO SOLID BEARING. SPECIAL LOADS tD -------------------------------------------------- FA TC From 74 plf at 0.00 to 74 Of at 7.00 N TC From 162 plf at 7.00 to 162 plf at 21 .33 w TC From 74 plf at 21 .33 to 74 plf at 28.33 o BC From 20 plf at 0.00 to 20 plf at 7.00 v BC From 44 plf at 7.00 to 44 plf at 21 .33 G) BC From 20 plf at 21 .33 to 20 plf at 28.33 BC 635# Concentrated Load at 7.00 BC 635# Concentrated Load at 21 .33 3X8 4X8 3X9 3X5 4X4 12 1X3 2X6 (A1) Qs.00 12 6.00 2X6 (A I) Zg f 12 2 4.00 4 X 4 4.00 6X4 12 5X4 4X7 5X5 6X4 3X5 14-5-12 7-0-0_1-14-4-0 7-0-0 2-8-0 2-8-0 3-4-0 2-8-0 17-0-0 26-4-0 OVER 3 SUPPORTS R-13180 W- 3.50' R-31090 W- 3.50" R-12221 W- 3.50" PLT, TYP.-ALPINE SEON-- 1284B FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE >, 0.2500 ALPINE ENGINEERED PRODUCIG, INC. TRUSSES REQUIRE EXTREME .••"'••••,,•, DESIGN CRIT:TPI REF R235--60054 o a H= o 0 o X I WORT ANT**WALL NOT BE RESPONSIBLE FOR ANY WARNING IN FANDLINS„ ERECTION CrAro :rr'��pN B. B d 0 O C= DEVIATION Fid THESE SPECIFICAII" Oi ANY DEVIATION FROM BA CINS.SEE •BVI-7B'.@TRACING NOW TRUSSES :\av �Q•'� TC LL 30.0 PSF DATE 08/27/91 O O C7 THIS HESIGN OR ANT FAILURE TO BUILD THE TRUSS IN CONFORHYHGE COMMENTARY AND iECWETOATIONG-1P71. GEE .••��f��i,�'••. '•- [_ C7 p p W780*WITH THE 'OULITY STAWWV T88' BY TPI. ALPINE CONECTORB THIS DESI01 FOR ADDITIONAL SPECIAL PERNA-=c.,;'yQ' �• -? TC DL 7.Q PSF DRWG HCUS�R{235 91239076 O C� p p WI ARE MAN,IFACTIMEO FRp4 70 GAUGE GALVANIZED STEEL UNLESS NENT BRACING FEREHENTS. UNLESS OTNERVISE:,47C VU 10.0aLPIN d DTHERNISE SNOFL MEETING 1EMACNENIS OF ASIN Aub GRADE A. SHOMy TCP 04"SHWL BE LATERALLY BRACE(' A �+, ' • : BC DL PSF HC-ENG APPLY COMEC1ow To BDTN FACES AT EACH JOINT AND LOCATE AS WITH PROPERLY, ATTACHED PLYWOOD SNEATN]NG,: : TOT.LD. 47.0 PSF 0/A LEN. 28-4-0 TRUSS OSHOW• BEAMN'S NIDTHLS ARE A' NOMINAL UNLESS OIHERNISE SHOW. BOTTOM DOM VITH RIGID CEILING Da BRACINE' DESIGN STANDARDS CONFOW VITH APPLICABLE PROVISIONS K AS BREarno W DESIGN. Do Not USE TNIS i �OR,V'.••��1� OUR.FAC. 1 33 ANOS AND RTPI (PCT). DESIGN WITH FIRE iETAwa1r1 TREATED LIMBER, < <� •.......... �� ` SPACING SEE ABOVE TYPE SPEC-- O p Oy "--T v7 -7RUB8 PLAT[IHN817111TE HAD!-WTIONAL CESISH SPECIFICATION FON WOW COASTPUMIt7H {`% �`rlT•• # '`Autulus► • s JOB: 12849 BRITE #187 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 5.48 9.03 11 .48 15.33 19.30 23.56 = BOT CHORD 2X4 SO. PINE #2 19% 28.04 rl WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 2.64 5.31 8.69 11.36 13.85 19. 19 c 28.04 ul ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 & 16O/l6OA-F FOR TYP. PLATE LOCATION DETAILS. SHIM ALL SUPPORTS TO SOLID BEARING. ^I Ut N w tD O V V 5X4 2 .5X4 2 . 5X4 4X4 1 1X3 3X7 6.00 2X5 (A1) 1 6.00 2X5 (A1) X4.00 4.00�� 12 5X4 !2 5X4 3X7 5X4 5X4 2. 5X4 14-5-12 9-0-0 10-4-0 2-8-0-1-2-8-0 -1-j-4-0 2-8-0 17-0-0 28-4-0 OVER 3 SUPPORTS R-803# W- 3.50" R-1304# W- 3.50' 8-667# W- 3.50' PLT. TYP.-ALPINE SEON-- 12849 FURNISH A COPY OF THIS DESIGN TO ERECTION C0Nj°:.;.;^R REV 15.4.7 SCALE = 0.2500 ALPINo N= o La d p **IMPORTANT** SMALLENOTGBE RESPONSIBINEERED BLLEOFOR I ANY WARNING IM HANDLING. ERECTUSSES REQUIRE ION ME LAND ::\aGRE tOh1 B B� DESIGN CRIT:TPI REF 8235--60055 C= O C= [� T�HISATION DESIGNAOM OR ANYSFAILUREITDCBUILIS OR ANY D TME iM155DSNIATION FROM CONFORNANLE COAIWENTMYEANONRE76-. (BRACING LOM1fENDATi0N5N000I;AUSSES:SEE .•�V�•lv��,"��t O�; TC LL 30.0 PSF DATE OS�27�91 O O CJ p WITH THE 'QUALITY STANDARD OSTBS• BY TPI. ALPINE CONNECTORS THIS DESIGN, FOR ADDITIONAL SPECIAL PEAMA- �•;.CIM..I; t^ TC OL 7.0 PSF DRWG HCUSR235 91239077 p [_ p p ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS HENT BRACING REQUIREMENTS. UNLESS OTHERWISE N�4 •J�' 4 ALP I N p OTHERWISE SHOWN. MEETING REQUIREMENTS OF ASTM A445 GRADE A. SHOWN. TOP CHORD SHALL BE LATERALLY BRACED• • = BC DL 1 O.O PSF HC-ENG F SD O p APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHING. % : T 0T.LD. 47.0 PSF 0/A LEN. 28-4-0 SHOWN. BEARING WIDTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRACING E= TRUSS O pESION STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. DO NOT USE THIS (.QFC%•.�OA1�'•�{V4f•�:, DUR.FAC. 1 .33 Q (--3 ■nos AND -TPI (PLT). DESIGN WITH FIRE RETARDANT TREATED(UMBER. 4�_ __B;t'N�'�..•' SPACING 24.0" TYPE SPEC- ■--TPI - TRUSS PLATE (INSTITUTE. (JOS -NATIONAL DESIGN SPECIFICATION FOR WOOD CONSFRZION �r`V'A.[�.!_P'ED N Leal R � JOB: 12850 BRITE #187 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 5.48 11.03 17.30 22.56 28.04 _ BOT CHORD 2X4 SO, PINE #72 19% n WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 2.64 5.31 8.69 11.36 13.85 17. 19 c 28.04 - rn ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS• 130 & 16O/l6OA-F FOR TYP. PLATE LOCATION DETAILS. SHIM ALL SUPPORTS TO SOLID BEARING. ^I w Ln to N w ID O V l0 5Xi0 4XB 2 6.00 3X7 iX3 2X5 (A 1) 6.00 2X5 (A i) _�28 Q 4.00 4.000 � 12 12 5X4 2. 5X4 5X4 5X4 2 .5X4 5X4 14-5-12 _Q_ 1i-0-0 6-4-0 li-Q-O 2-8-0-1-2-8-0 -1-3-4-0 2-8-0 17-0-0 28-4-0 OVER 3 SUPPORTS R-803# W- 3.50" R-1304# W- 3.50" R-667f W- 3.50' PLT. TYP.-ALPINE SEQN-- 12850 FURNISH A COPY OF THIS DESIGN TO ERECTION CONS-:R,-,2R REV 15.4.7 SCALE = 0.2500 ALPINE ENGINEERED PRODUCTS INC. TRUSSES REQUIRE EXTREME CARE 0.B. •' DESIGN CRIT:TPI REF 8235--60056 [_ O *IMPORTANT** SHALL NOT BE RESPONSIBLE i0q ANr WA RN I N G IN HANDLING, ERECTION AND aV•,,.••..,,B•. OATRUSS O DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM BRACING.SEE 'BNT-75',{BRACIIN6 N000 TRUSSES: \ �f I �0 [= p THIS DESIGN OR ANY FAILURE TO BUILD THE iRusS IN CONFORMANCE COMMENTARY ANO RECOMMENDATIONS-KTPI). SEE ' � C � TC LL 3�.0 PSF DATE Oe�27�91 p KITH THE 'QUALITY STANDARD OSIBB' BY TPI. ALPINE CONNECTORS THIS DESIGN` FOR ADDITIONAL SPECIAL PERM&-; �:GM1�:; f: t TC DL 7.O PSF DRWG HCUSR235 91239079 C= O ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS NENT BRACING REQUIREMENTS. UNLESS OTHERWISEL= C= OTHERWISE SHOWN, MEETING REDUIREWENIS OF ASTN A446 GRADE A. SHOWN, TOP CHORD SHALL BE LATERALLY BRACEIN� C BC DLO •O PSF HC-ENG FSD qAPPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS WITH PIROPERLY ATTACHED PLYWOOD SHEATHING.: TOT.LD. 47.0 PSF 0/A LEN. 25-4-0 [= SHOWN, BEARING WSOTHS APE 4' NOMINAL UNLESS OTHERKSSE SHOWN. .".CHORDWITH RIGID CEILING OR BRACINGC= � DESIGN STAN ARDS CONFORM MI7N APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. 00 NOT USE THIS tY'`f •.�O R��,..Ater•: OUR.FAC. [� O 1 CM r-nL= RIDS ANS TPI«TPI �7RIT55 RATE ]NST7TUT E. NOS-NATIONAL DESIGN SPECIFICATION�FO TWOOD LWNSTARDANT IREARUCTION LUM�R• �i 'r -1 ,' SPACING 24.0 TYPE SPEC-- Lu1ul� JOB: i 2851 BRITE #187 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS--& DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2X4 SO. PINE 02 19% TC--X-t OC L'-R: - 0-.29 -5.A8-- 8.52 13.03- 13:71-- BOT CHORD 2X4 SO. PINE #2 199 _ WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 2.64 5,31 8.69 11 ,36 13.71 c C N ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE-DRWGS. 130 & 160/15OA-F FOR TYP. PLATE LOCATION DETAILS. tau END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. • N W t0 O v 0) 1X3 5X4 2 .5X4 3X7 i2 6.00 - 6-10-3 2X5 (A 1) .r_ 4.00 4.00 T 5X4 12 5X4 5X8 !2 5X4 2 .5X4 2-0-0 13-0-0_1_1-O 0 2-8-0-12-8-0 74-0 2-8-0 2-8-0 14-0-0 OVER 2 SUPPORTS R-7971 W- 3.50' R-6310 W- 3.50" PLT. TYP•-ALPINE SEON-- 12851 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.3750 ALPINE EPWNEERED PUWXTF, IW. TgA6[s RERNIRE E1cTRENE cum •�•�••.. DESIGN CRIT:TPI REF 8235--60057 a o o a t= o X-XIMPORTANTX*h9Ult NOT BE REsPoniou FONT AMF WARNING iH ,,rouNa. ERECTIan AHD ,.•F••�`ON B p". [� t= N= C DEVIATION FROM TNESE EPECIFICATIONG DR ANF DEVIAT20H F BRACINS.SEE *WT-76',03�UCIN6 NN000 7RUiSEa ,•-`G , ,% TC LL 30.0 PSF DATE 08/27/91 >= o t7 C= THIS M5204 OR AHF FAILURE 10 BUILD THE TWA*IN CONFOMu; CD•EMARY ANO 1EC9MOdT10N6 aTIlT. SEE NZ 7.0 •��f t{,` ��'; O G t7 C WITH THE -QUALITY STAHDARV MISS'by TPJ. ALPINE CNROECTM THIs DESIGN FOR ADDITIONAL SPECIAL PERU- :fir 4. �f y TC DL 7.OPSF DRWG HCUSR235 9!239078 G G p p ARE K~ACTUED FWW 20 SAUK SALVANUED STEEL%ME" HENT 6RACINB TEwINTEHENR6. U&M OTHERVI6[:CIA;-.',J ._ ,, JO-0 P5F HC—ENG o pLpIN 0 OT1EpgSE 6HONEL NEETING WOMAENEMS a ASTM A46 GRADE A. PC^ TDP CHORD SHALL 9E LATERALLY sNACEE; .i�ll}1'�' • � BC DL p C APPLY CONECITRN6 tD MTN FADES AT EAUM JOINT AND LOCATE AS WITH PPOPER7 ATTAM?ED PL"10OD BNEATHIN6,; • • ' . TOT.LD. 47.6 PSF 0/A LEN. 14-0-0 '= TRUSS l= SHO"R' BEARING WIDTHS ANE 4' NOMINAL UNLESS OTHERWISE Sm". sOTTON cHwo PITH Pam CEILING OR FIACIN4 - DENaMSN sTANDA+WNs raNMFaRNN TnTN AnPLsuxE PRDvssIDNc of AS tsPEcsF1E0 a OEEISN. O)NOT tASE TRIS % �f., LOR10!`,�r``!. DUR.FAC. 1 .33 Q f� Q � "NOS AND rtPI (PCT). DESIGN WITH FIN!RETANnAM TREATED LN►bER. ', SPACING 24.0' TYPE SPEC— !� r--TPI -TRMJ9B RATE INSTITUTE Noe'wTION►L Maim wEcIFIcATIDN PMA wow c0N67A1CT7OH 'CsfEQ<5�••- 7 JOB: 12852 BRITE #187 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X—LOC L—R: 0.29 7.12 13.71 = BOT CHORD 2X4 SO. PINE #2 19% C-1 WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 7. 12 13.71 c In ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. m SEE ORWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. ^' w Ln m N W ID O m O 1X3 2 .5X4 2X5 (A 1) 1 7-4-3 6.00 1X3 2 . 5X4 -0- 14-0-0 OVER 2 SUPPORTS R-797# W- 3.50' R-631# W- 3.50' PLT. TYP.-ALPINE SEON-- 12852 FURNISH A COPY OF THIS DESIGN TO ERECTION CON?^;u,;,;,'�R REV 15.4.7 SCALE a 0.2500 ALPINC=3 N� o p p **IMPORTANT**SHALLENOTGINEERED BE RESPONSIBLE FOR ZANY WARNING IN HSES REQUIRE ANDLING. ERECTION MEE SAND �GtOH B ���' DESIGN CRIT�:TPI REF R235--60058 oATRUSS p DEVIATION FRDN THESE SPECIFICATIONS OR ANY DEVIATION FRDN BRACINS.SEE 'BWT-76'.!BRACING WOOD TRUSSES: ;' •' 1 if�(� • L TC LL JO .0 PSF DATE 08/27/91 THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY AND RECOMIENDATIONS-WTPII. SEEp WITH THE 'QUALITY STANDARD OSIBS' BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PENIA-; ;. IA1..:� � TC OL 7.O PSF DRWG HCUSR235 9]239080 Op ARE MANUFACTURED FROM 20 GAUGE GALVANIZFA STEEL UNLESS NEWT BRACING REOUIREMENTS. U LESS OTHERWISE: `, Com+� p OIHEANISE SHWN' MEETING REOUISEVENTS OF ASTM A446 GRADE A. SHOWN, TOP CHORD SHALL BE LATERALLY BRACEI' No BC DL 10 .0 PSF HC—ENG rSD APPLY CONNECTORSTO BOTH FACES AT EACH JOINT AND LOUIE AS KITH PROPERLY ATTACHED PLYWOOD SHEATH1N4i, - TOT.LO. 4 7.0 PSF O/A LEN. 14—O—O O SHONN. BEARING WIDTHS ARE 4' NOMINAL UNLESS OTNNERWISE sHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRACING p '';� , /+L! 6.0/p DESIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. DO N07 USE THIS ` ASC%•.�0 R�Q� {V4r. OUR.FAC. 1 .33 PITt•Fl L,1•Q LUM12 C_-] C� L7 G7 rj p •MS AM *TPI (PTRRUSS PLATE INSTITUTE. NOS-NATIdUL DESIGN SPECIFIC,ION FOR WOOD CONSTARUCTION BER �4 ,-�FWL .,`,`��, SPACINCs 24.Q' TYPE MONO-- JOB: 112854 BRITE 0187 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS c& DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2X6 S0. PINE 41 DEN 19%, EXCEPT A5 SHOWN -- TC X-LOC L-R: 0.29 3.94 6.87 12.75 18.50 24.25 30. 13 ` BOT CHORD 2X6 SO. PINE #1 KD 15% 33.06 36.71 = WEBS 2X4 SO. PINE #3 19X, EXCEPT AS SHOWN BC X-LOC L-R: 0.29 7.15 12.75 18.50 24.25 29.B5 36.71 n C : 71-2X4 S0. PINE #2 DKD 15% : : W1-2X4 SO. PINE #2 19% BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER 33 BRIG LOC 1 00-00-00: 1 BLOCK 12" LONG - 7 16d NAILS/BLOCK ro ALL- PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. BRIG LOG 2 37-00-00: 1 BLOCK 12" LONG - 7 16d NAILS/BLOCK w SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. CAMBER 1/2" AT MIDSPAN BETWEEN BEARINGS. Lo ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN & PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY THIS #1 HIP DESIGNED TO SUPPORT 7' 0" JACKS WITH NO WEBS. N 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND w SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. 0 O) N 6X10 3X5 7X6 3X5 6X10 4X8 (C 1) 1 . 5X4 1 . 5X4 4X8 (C 1) i Ns ,� 1 6.00 r! 6.00 6X4 5X7 3X8 5X7 6X4 3X4 (C1) #S18-5X9 3X4 (C1) OR HS412 2-0-0 7-0-0 23-0-0 7-0-0 2-0-0 37-0-0 OVER 2 SUPPORTS R-37854 W- 3.50' R-3785,E W- 3.50" PLT. TYP.—ALPINE SEON-- 1285A FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.1875 TAMSEn n n o n n -X*IMPORTANT**auu Hm 6 I t soya Im'-Y'WARNING'm HAHANcuw. sEIRE cTTiom Aeric t-`S"�����B���'p'' DESIGN CRIT:TPI REF R235-]-60]059 C7 n U= n DEVIATION FROM THESE SPECIFICATION; OR ANY DEVIATION FFON OWINs.SE6 'BMT-76'.W83ACINS MOOD TNHASSE$ -\v`O� ..:.812 �• TC LL 30.0 PSF DATE 06/27/91 N= =3 THIS DESIGN ON ANY FAILURE TD BUILD THE TMSS IN COWDMU CE COMMENTARY AND FFCON ENOATIONE-.TPI). SEE �[` �f 1 ` [� C= WITH TIE 'OMIIY 67AM AM OBTBB• BY IPI. ALPINE CONNECTORS TNIB OESIsN FON ADJITIDNAL SPECIAL PERNA-;'� . C�•• 7 I� n '��Q. !'''.y•: TC DL 7 .0 PSF DRWG HCllSR235 91239081 n r p n ANE HANIXACTWEO FWH tD GAUGE GALVANIZED STEEL 4hLEs6 HENT OWING FEOVIFkD*NT6. IMLESS OTMEmw_a-:C.I.. , . � BC DL 10 -0 PSF HC—ENG I C= AL P I N n NR OTHERNISE SHOW MEETING FEAF[NENT6 OF ASTM A446DE 6 GRAA. sHDW( TDP CHORD SHLL ALL BE LATERALLY BRACE. I APPLY CONNECTORS 70 BOTH FACES AT EACH JOINT AND LOCATE AS MITH PRO EFLY,ATTACHED PLYWOOD SHEATHING- • A C TOT.LD. 47.0 PSF 0/A LEN. 37-0-0 C= TRUSS C� SHOWN. BEARING WIDTHS ARE.•NOWINAL urLEss OTHERWISE SHOW. BDTTON CHORD WITH fUSID CEILING OR BRACIN: DESIGN 611NOAFO6 CONFONN PITH APPLICABLE DOLE NxwvISION6 aF As SPECIFIED ON DESIGN. 00 MOT USE TNI►; (OR� 'r`l-�� OUR FAC 1 . 33 PITCH 6.0/12 C7 [� G7 n 4NDS AND "TPI !PCI). • PATENT NDB. .('SAG•0"AND..023„333 DESIGN WITH FIFE FETAFEIANT TREATED LUMBER. �Nt''••.• O ,L .� 4 "__lPl-TNUOM PLATE INSTITUTE Nos wT1aNAL OEBIBN NHPEC1FIUT7oN FON"DaD COHBTnNCT10M '+iC�f, )r..�,,, .•' SETBACK 7' 0" TYPE HIPS— } i T JOB: 12855 BRITE #187 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 KO 15% TC X-LOC L-R: 0.29 4.77 9.03 15.33 21.67 27.97 32.23 BOT CHORD 2X4 SO. PINE #2 19% 36.71 c=, WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 9.15 15.33 21.67 27.85 36.71 c In ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. �D SEE DRWGS. 130 & 160/160A-F FOR TYP. PLATE LOCATION DETAILS. w to Io N W (D O m 5X9 2 , 5X4 1 . 5X4 5X9 2X8 (A 1) 1 -5X4 1 -5X4 2X8 (Al) 12 12 6.00 Q 6.00 r�2✓ / 2 .5X4 5X6 5X8 2. 5X4 2-0-0 9-0-0-119-0-0 9-0-0 2-0-0 37-0-0 OVER 2 SUPPORTS R-1878# W- 3.50" R-1878# W- 3.50" PLT. TYP,-ALPINE SEQN-- 12855 FURNISH A COPY OF THIS DESIGN TO ERECTION COAREfN•T^;u.;,;2R REV 15.4.7 SCALE = 0. 1875 ALPINC= p p Q p p **IMPORTANT**SHALLENOTGBE PDDN�'Ie Foy+ INC.WARNING IN HANDLINGSES . ERECTRE TIION ME LAND '\�V�Or' B �jQ'•. DESIGN CRIT:TPI REF R235--60060 C=ATRU p DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM BRACING.SEE •BNT-76•. (BRACING WOOD TRUSSES: :*11FJL`�•. OL TC LL 30.0 PSF DATE 08/27/91 pp THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY AND RECOMMENDATIONS-NTPI). SEE4fp WITH THE •QUALITY STANDARD 05788• BY TPI. ALPINE CONNECTORS THIS DESIGN, FDR ADDITIONAL SPECIAL PEAMA �":� TC OL 7.O PSF DRWG HCUSR235 91239084 pp ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS NENT BRACING REQUIREMENTS. UNLESS OTHERWISE' Mu •34Op OTHERWISE SHOWN. MEETING REQUIREMENTS OF ASTM A446 GRADE A. SHDNK TOP CHORD SHALL BE LATERALLY BRACEI• • BC DL 0 0 PSF HC—ENG FSO APPLY CONECTORB 70 BOTH FACES AT EACH JOINT AND LOCATE AS W17H PROPERLY ATTACHED PLYWOOD SHEATHING. - TOT.LO. 47,0 PSF DSA LEN. 37-0-0 pSHOWN. BEARING WIDTHS ARE 4' NOMINAL UKESS OTHERMfSE SHOWN. BO7T0N CHDROWITH RIGID CEILING OR BRACINGO DESIGN STANDARDS CONFORM WITH APPLICABLE PgOVI57pN5 OF AS SPECIFIED ON DESIGN. DO NOT USE THIS (.�fC/•.�O Rl ••�AA�:H DUR,FAC. 1 •3 3 PITCH 6.0/12 p O p p p .NDS AND ATPI (PCT). DESIGN WITH FIRE RETARDANT TREATED LUMBER. Y�� �('rA•••' ••••'••G\��` .--TPI TRUSS PLATE INSTITUTE. NOS- NATIONAL DESIGN SPECIFICA7ION FOR NOW CONSTRUCTION SPACING 24.0" TYPE HIPS-- C= JOB: 12856 BRITE #187 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 5.77 11.03 16.00 21.00 25.97 31 .23 = BQT CHORD 2X4 SO. PINE #2 19% 36.71 WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 11.15 16.00 21 .00 25.85 36.71 c N ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 & 160/16OA-F FOR TYP, PLATE LOCATION DETAILS. ^I w LIT Ua N w 1D O m w 5X9 2 , 5X4 1 .5X4 5X9 2X8 (A1) 1 .5X4 1 .5X4 2X8 (A 1) 6.00 6.00 , -33� 2 .5X4 5X6 5X8 2 .5X4 2-0-0 11-0-0 15-0-0 11-0-0 2-0-0 37-0-0 OVER 2 SUPPORTS R-1878# W- 3.50" R-1878# W- 3.50" PLT. TYP.-ALPINE SEAN-- 12856 FURNISH A COPY OF THIS DESIGN TO ERECTION CONT..^:A.A.-,Z2R REV 15.4.7 SCALE = 0. 1875 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE •�/,toN 8, ���. DESIGN CRIT:TPI REF 8235--6006i p p o **IMPORTANT** SHALL NOT BE RESPONSIBLE�E FOR ANY WA RN I NG IN HANDLING, ERECTION AND V p O p O THISATION DESIGNFROM OR ANYSFAI UREI70LBUILD THE TRUSSDR ANY DINIATION FROM CCONFORMANCE COMMMENTARYEANDNT-76*. (SPACING RECOMMENDATIONS-*TPII`�SES:SEE:�V�`���",��f O�•• TC LL 30.0 PSF DATE 08/27/91 C= p p p WITH THE •QUALITY STANDARD OST88' BY TPI. ALPINE CONNECTORS THIS DESIGN, FOR ADDITIONAL SPECIAL PERMA .L%24; t^:�? TC OL 7.0 PSF DRWG HCUSR235 91239083 [� [= p p ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS FENT BRACING REOUIREMENTS. UIiESS OTHERWISE: 34794 1 ' AL P I N p OTHERWISE SHOWN, MEETING REQUIREMENTS OF ASTM A446 GRADE A. SHOWN. TOP CHORD SHALL BE LATERALLY BRACE!• W • NO f • ' = BC OL 1 0.0 PSF HC-ENG F S O p p APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHING. TOT.LO. 47.0 PSF 0/A LEN. 37-0-0 TRUSS C= SHOWN. BEARING WIDTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RI61D CEILING OR BRACING i p•• O' p p DESIGN STANDARDS CONFORM WITH APPLICABLE PgOV351oNs OF AS SPECIFIED ON DESIGN. DO Noi USE THIS t trCi U RI ;•Iv�•� OUR.FAC. 1 .33 P ITCH 6.0/12 •NDS AND*TPI IPLTI. DESIGN WITH FIRE RETARDANT TREATED LUMBER. J• 'r �� *__TPI TRUSS PLATE INSTITUTE. NOS NATIONAL DESIGN SPECIFICATION FOR NOW C0145TRUCTION 'LMS'.� , SPACING 24.0" TYPE HIPS-- W lll�� JOB: 12857 BRITE #187 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 KD 15% TC X-LOC L-R: 0.29 3.B7 7.03 10.67 14.33 17.97 21 .17 = 60T CHORD 2X4 SO. PINE #2 19% 24.04 r) WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 7. 15 12. 17 17.B5 24.04 c RT. BLOCK 2X4 S0. PINE #2 KD 15% BLOCK LENGTH - 1.603' PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. m ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. ru w SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. cn (n N W ID O CD N 4X4 4X5 3XB 4X4 2X7 (A1) 1X3 1X3 6X6 (F3) 6.00 2.501 6.00 02.50 3X 12 7X 10 i2 3X 10 -L0-8-3 -vz/ 12 T 3X6 7-0-0_111-0-012-2-0712-2-0 -0-0 11-0-06-4-0 12-2-0 12-2-0 24-4-0 OVER 2 SUPPORTS R-1116# W- 3.50" R-1116# W- 3.50' PLT. TYP.-ALPINE SEON-- 12857 FURNISH A COPY OF THIS DESIGN TO ERECTION REV 15.4.7 SCALE = 0.2500 9 q **IMPORTANT**s�uLLENoiGee RESPPONSIB1EERED LF0R INC. LNY WARNING IN HSANDLINGIREERECTJON ME Latin �GZ�N Q eiQ DESIGN CR I T:TP I REF R2 3 5--6006 2 p q q p DEVIATION FROM TMESE SPECIFICATIONS OR ANY DEVIATION FROM BRACING.SEE •BMT-76'. (BRACING MOOD TRUSSES: ,:�\ 11 IC TC LL 30.0 PSF DATE 08�27�91 p q q d THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY ANO RECOMMENDATIONS-NTPI). SEE: :•�� �J'; A O d p p WITH THE 'QUALITY STANDARD 0SIB 8' BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PEAKA-. I TC OL 7.0 PSF DRWG HCUSR235 91239082 q G7 p p ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS HENT BRACING REGUIREMENTS. UNLESS OTHERWIST 34 ALPINE C= OTWRWISE SHOWN. MEETING REQUIREMENTS OF ASTM A446 GRADE A. SHOWN. TOP CHORD SHALL BE LATERALLY BRACEI• �O • BC DL 1 0.0 PSF HC-ENG FSD p p APPLY CON+ECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SIEATHING,: : TOT.LO. 4 7.O PSF O/A LEN. 2 4-4-0 O O SIg11N. BEARING WIDTHS ARE 4• NON IN+AL UA.ESS OTHERWISE SHOWN. BOTTOM CHORD KITH RIGID CEILING OR BRACING ,p•�• ^ Ot,..;•!.`: TRUSS Q CI DESIGN STANDARDS CONFORM N1TH APPLICABLE PRpVIS70N5 OF AS SPECIFIED ON DESIGN. Do NOT USE THIS L fC/�.tOR{I •�`��4{ .� DUR.FAC. 1 .33 RNOS AND NTPI (PCTI DE WITH FIRE RETARDANT TREATED LUMBER. Yi 0 0 `_ `� t� o M--TPI - TRUSS PLATE 1N5TI7UTE. 1115 -NATIDNAI DESIGN SPECIFICATION FOR WOOD cn+sTRucna+ �fREI)'CKG SPACING 24.0" TYPE SPEC-- ' �Iu)u►►►T� JOB: 12858 BRITE #187 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 4.87 9.03 12. 17 15.97 20. 17 24.04 z BOT CHORD 2X4 SO. PINE #2 19% c7 WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 9. 15 12. 17 15.85 24.04 c RT. BLOCK 2X4 SO. PINE #1 KD 15% : BLOCK LENGTH - 1.603' - N ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. IU lAI ID O co LIT 1X3 4X8 1X3 4X8 12 6.00 1X3 7X6 (F4) 2X7 (Al) :S5X 6.00 32.50 2 .5X4 2.5X4 2.50L'--=_ 12 12 0-8-3 T 3X6 9-0-0 7-0-0 8-4-0 12-2-0 712-2-0 24-4-0 OVER 2 SUPPORTS R-1116# W- 3.50' R-1116# W- 3.50' PLT. TYP.-ALPINE SEON-- 12858 FURNISH A COPY OF THIS DESIGN TO ERECTION CDN ^;.;,; q REV 15.4.7 SCALE 0.2500 p p p p p p ALPINE ENGINEERED PRODUCTS INC. TRUSSES REQUIRE EXTREME CARE f'-jON 8, 8�.,,,• DESIGN CRIT:TPI REF 8235--60063 _ *)(IMPORTANT**SHALL NOT BE RESPONSIBLE FOR AN WARNING IN HANDLING. ERECTION AND V Ly p p O p TTHHISA71ON FROM DESIGN OR ANYSFAILUUREITO BUILD�THE TRUSSOR ANY DINIATION FROM CONFORMANCE COAMMENTARYEANDWRECOMMENDATIONSNNTPI). SEE ��`r•Ly��„'C�f O" TC LL 3 0 0 PSF DATE 08/27/91 p p C= p WITH THE •DUALITY STANDARD OS788' BY SPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERM&- �;��-� �•�� TC DL 7 0 PSF ORWG HCUSR235 9f 239085 C� C= p p ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL IMLESS NEWT BRACING REQUIREMENTS. UNLESS 07HERWISE I34 _� AL P I N p OTHERWISE SHOWN. MEETING REQUIREMENTS OF ASTM A446 GRADE A. SHOMHL TOP CHOW SH&LL BE LATERALLY BRACED I N� • � BC DL 10.0 PSF HC-ENG F S D APPLY CONNECTORS TO BOTH FACES AT EACH.1111NT AND LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHING. TOT.LO. 47.0 PSF O/A LEN. 24-4-0 Q TRUSS C= `SHOWN. BEARING WIDTHS ARE 4• NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRACING i p 0 DESIGN 57AWARDS C-OW04M WITH APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. DO NOT USE THIS FC •.�O RIS;�fit.: OUR.FAC. 1 .33 ANDS AMI ATPI IPCT). DES]GN MIT#FIRE RETARDANT TREATED LUMBER. � �f •"••••••• ��'� IRIJSS PLATE IN57ITUTE. MHS-NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRl1LT IpJ ,IRE •LNC..• A� SPACING 24.0" TYPE SPEC-- 41,1 w1A►uTl JOB: 12859 BRITE #187 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORO 2X4 SO. PINE #2 19% TC X—LOC L—R: 0.29 5.87 11.03 13.97 19.17 24.04 = BOT CHORD 2X4 SO. PINE #2 19% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 5.87 12. 17 19. 17 24.04 � RT. BLOCK 2X4 SO. PINE #1 KO 15% BLOCK LENGTH - 1 .603' En n ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. ^I SEE DRWGS. 130 6 160/160A-F FOR TYP. PLATE LOCATION DETAILS. 41 cn to N W ED O C0 EA 5X4 4X4 1X3 1 6.00 1X3 7X6 (F4) 2X7 (A 1) 5X 6.00 2.500 122.50 3X5 12 2 .5X4 �0-8-3 12 T 3X6 11-0-0 3-0-0 10-4-0 12-2-0 1 12-2-0 24-4-0 OVER 2 SUPPORTS R-1116# W- 3.50" R-1116# W- 3.50" PLT. TYP.-ALPINE SEON-- 12859 FURNISH A COPY OF THIS DESIGN TO ERECTION CONt;;n;,;,;;�R REV 15.4.7 SCALE = 0.2500 ALPINpAUU pCpp **IMPORTANT** SMALLENOTGINEERED BE RE PONSIBLLECFOR I NY WARNING IN�HANDLING. ERECTSES REOUIRE TIION ME LAREAND D TRUSSES: _:waG` N .. ems• DESIGN CRIT:TPI REF 8235--60064 p THISATION DESIGNROM OR ANYSFAILUREITOCBUIlLD THE TRUSSOR ANY�INIATION FROM CONFORMANCE COAMMENTARYEAND RECOHMENDATIONSXMTPI). SEE '•�V 'l �+"C ••,rO • TC LL30.0 PSF DATE 08/27/91 pp WITH THE 'DUALITY STANDARD QST88" BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMA-. LCItl�3 �tTC OL7.0 PSF ❑RWG HCUSR235 91239086 p ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS HENT BRACING REQUIREMENTS. UNLESS OTHERWISE! 'p OTHERWISE SHOWN. FETING REQUIREMENTS OF ASTM A446 GRADE A. SHOWN. TOP CHORD SHALL BE LATERALLY BRACEC" � BC DL 1 0.0 PSFFSD APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHING, TOT.LO. 4 7.0 PSF 0/A LEN. 2 4—4-0 p pSHOWN. BEARING WIDTHS ARE NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRACINGDESIGN SiANDARpS CONFORM WITH APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. DO NOT USE THIS `f`,/�,..O Rl .-- �4y�� DUR.FAC. 1 .33 p ANDS AND TPI IPCTI. DESIGN WITH FIRE RETARDANT TREATED LUMBER. 4 A--TPI - TRUSS PLATE INSTITUTE. NOS-NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIONRFD'CNS �� SPACING 24.0" TYPE SPEC— "'AJ tLi!►l�T' . JOB: 12863 BRITE #187 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 4.58 8.74 11 .87 15.67 19.87 23.75 = BOT CHORD 2X4 SO. PINE 02 19% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 4.58 11.87 19.87 23.75 c RT. BLOCK 2X4 SO. PINE #1 KO 15% : BLOCK LENGTH - 1.587' ul ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. Tv SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. w LnN W W O m m 1X3 4X4 iX3 4X4 1X3 2 12 6.00 6.00 3X5 (F2) 5X 7X6 (F4) 12 122.50 2.50 0-5-i 2 . 5X4 2 • 5X4 �0-8-3 3X6 B-8-8_17-0-0 ii-10-8 12-2-0 24-0-8 OVER 2 SUPPORTS R-1103* W- 3.50' R-11030 W- 3.50" PLT. TYP.-ALPINE SEON-- 12863 FURNISH A COPY OF THIS DESIGN TO ERECTION CON?;; ;.;.;,^,q REV 15.4.7 SCALE = 0.2500 p C 3 p Ca p p ALPINE ENGINEERED PRODUCTS INC. TRUSSES REQUIRE EXTREM E .'GjpN Q e••.,., DESIGN CRIT:TPI REF 8235--60067 _ATRUSS _ ** IMPORTANT**ANT** SHALLAT I NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTIV C= p THISADESIGNROR ANYOM SFAILUREITOCBUILD�THE TRUSSOR ANY�INICONFORMANCE COATION FROM AMMENTARYEANDNRECONMENDATIO WOOD ' �If tC ��' TC LL30.0 PSF DATE 08/27/91 pp WITH THE 'QUALITY STANDARD 05788' BY IPI. ALPINE CONNECTORS THIS DESIGN'FOR ADDITIONAL SPECIAL ;.CJt1�i �"�� TC DL 7.0 PSF DRWG HCUSR235 9f239088 pp ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS NEWT BRACING REQUIREMENTS. UNLESS OTHERWISE ' No • q pp O7HERNISE s110W1t MEETING REQUIREMENTS OF ASTM A446 GRADE A. SHOWN TOP CHORD SHALL BE LATERALLY BRACED / BC DL 10.0 PSF HC-ENG F S D pp APPLY CON•EC70RS TO BOTH FACES AT EACH.JOINT AND LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHING. f+7 TOT.Lo. 4 7,0 PSF O/A LEN. 24-0-8 p SIOM11. BEARING WIDTHS ARE q' NOMINAL UNLESS OiF{11NISE SHOWN. BOTTOM CHORD WITH RIGID CEL'"S OR BRACING DES ISIONS OF AS DO - p C� p C� i� p ■1TOSGAN05«TNOAgpiT PLQ1AlE INSTIITl1TE.ICABLAS�O,TIDI DESIGN SPECIFILATD01�7 FORSOD CONST., ON 4�Coo`NG`���-� DUR.FAC. 1 .33 SPACING 24.0" TYPE SPEC-- - �wu►�� JOB: 12861 BRITE 0187 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TQP CHORD 2X4 SO. PINE #2 19% TC'X-LOC L-R: 0.29 6.33 12.21 18. 12 23.75 = BOT CHORD 2X4 SO. PINE #2 19% c') WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 6.33 11.87 18. 12 23.75 c RT. BLOCK 2X4 SO. PINE #1 KD 15% BLOCK LENGTH - 1.587' n ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. w SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. Ln t0 N W t0 O m tD 4X4 2 .5X4 1 2.5X4 6.00 6.00 7X6 T-v 3X5 (F2) 12 F4)2.50 4 0-5-15L iX3 6X7 2.50 0-8-3 12 iX3 3X6 12-2-8 ii-10-0 11-10-8 1 12-2-0 24-0-8 OVER 2 SUPPORTS R-1103# W- 3.50' R-1103# W- 3.50" PLT. TYP.-ALPINE SEON-- 12861 FURNISH A COPY OF THIS DESIGN TO ERECTION CONT:""TSR REV 15.4.7 SCALE = 0.2500 C= p p p p p ALPINE ENGINEERED PRODUCTS, 1NC. TRUSSES REQUIRE EXTREME CAPE °10 B•e•'•. DESIGN CRIT:TPI REF 8235--60065 _ _ kS �_ **IMPORTANT* SHALL N01 BE RESPONSIBLE FOR ANY WARNING 2N HANDLING. ERECTION AND p OO lHL5ATION OE5IGNROM OR AINEYSFAIIUREITOCATIONS OR BUIlO THE TANY RU55GINIATION FROM CONFORMANCE COMMEN7ARYEANOWRECOMMENDATIQNSMWOiP11MSSEE.'•��`�t`f'CO -- TC LL 3O O PSF ❑ATE 08/27/91 pp WITH THE 'QUALITY STANDARD OST88' BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL DERMA-. "423 (-:� TC OL 7 •0 PSF DRWG HCUSR235 91239089 p pp ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS HENT BRACING REQUIREMENTS. UNLESS Oh£PWISEI j� No)34794ALPp OTHERWISE SHOWN. MEETING REOUIREMENTS OF ASTM A446 GRADE A. SHOWN, TOP CHORD SHALL BE LATERALLY BRACE(' •�[�A. y�.��j)I : BC OL10 •0 PSF HC-ENG FSD p APPLY CONNECTORS TO 80TH FACES Al EACH JOINT AND LOCATE AS NI7H PROPERLY ATTACHED PLYW000 SHEATHING. T "!7'"'"- - TOT.LD. 4 7 0 PSF 0/A lEN. 2 4-0-8 TRUSHOWN. BEARING WIDTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHIRO WITH RIGID CEILING OR BRACING , t.,O DESIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS QF. AS SPECIFIED ON DESIGN, 00 NOT t5E THIS FC '.�O R1�,, ��•• OUR.FAC. TPI TED [� p C7 f= T= G7 ■NA15 d--TPI (PCT). FIRE PLATE INSTITUTE. NA 710NAL DESIGNESSPEL tF;CA TON FO TMOOOI CONSTARUL T;«BER, /fI•t.RED•r�G��,� MS � L i. SPACING 24.0" TYPE SPEC-- _ ��_-_ "T4!TWUA�TT, JOB: 12866 BRITE #187 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 4.33 8.37 = QOT CHORD 2X4 SO. PINE #2 19% n WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 4.33 8.37 c ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. 7D SEE DRWGS. 130 G 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. En U3 N W to O ID O 4X4 12 12 6.00/� 6,00 2X5 (A 1) 2X5 (A 1) 1X3 2-0-0 4-4-0_1_4-4-0 2-0-0 8-8-0 OVER 2 SUPPORTS R-546# W- 3.50" R-546# W- 3.50" PLT. TYP.-ALPINE SEQN-- 12866 FURNISH A COPY OF THIS DESIGN TO ERECTION CONS^:,;,;;!R REV 15.4.7 SCALE = 0,5000 Ea = C=3 **IMPORTANT**SHALLENOTGINEEREDBE RESPDN57DLWECFOq IAN"WARNING IN HANDLIUSSES NGIREERECT30N ME DANo GtON B-•��.,,•• pESIGN CRIT:TPI REF 8235--60070 C= C7 b b DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM BRACING.SEE 'BHT-76-,(BRACING MOOD TRUSSES: �4 „,•. 0, TC LL 30.0 PSF DATE 08/27/91 b b C] b THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY AND RECOMMENDATIONS-WTPI1. SEE tV;'44 f O C= b 1= WITH THE *QUALITY STANDARD OSTBS' BY TPI- ALPINE CONNECTORS THIS QESIGN, FOR ADDITIONAL SPECIAL PERNA =.CIb:�3.7) e% TC OL 7.0 PSF DRWG HCUSR235 91239090 b C7 b b ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS HENT BRACING REOUIREMENTS. NLESS OTHERWISE' /Y AL P I N C= OTHERWISE SHDWN, MEETING REOUIREWENIS OF ASTM A445 GRADE A. SHOWN, TOP CHORD SHALL BE LATERALLY BRACE[, • N� BC OL 10-0 PSF HC-ENG F SD APPLY CONNECTORS TO BOTH(ACES AT EACH JOINT AND LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHING.% TOT.LD. 47.0 PSF 0/A LEN. B-8-0 - b TRUSS O SHOWN, BEARING WIDTHS ARE 4' NOMINAL U`ESS 071ERWISE SHOWN. 80170M CHORD W17H RIGID CEILING OR BRACING i �'� O' �!, TRUSS DESIGN 57ANDARDS CONFORM WITH APPLICABLE PROVI51016 OF AS 5PECIFIEO ON DESIGN. 00 NOi USE TNtS f ��R� ; ��'�I DUR.FAC. 1 .33 PITCH 6.0 12 0 0 o Ca o Nlns uID WTPI TPI iP7iRus5 PLATE IAI5T1iUTE 105- NArl0u1 DESIGNSSPECIFICATION FOR4 FIRE 7WROQp LONSiDANT AR0CTITED LON�R �44 C/S,,% to."Itp ',, SPACING 24.0" TYPE COMN-- �LluisAtO JOB: 12867 BRITE #187 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 4.33 7.38 = BQT CHORD 2X4 SO. PINE #2 19% C-) WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 4.33 7.3B c RT. BLOCK 2X6 SO. PINE #2 19% : BLOCK LENGTH - 1.500' uI m ru ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. w SEE ORWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. to N W 30 O (D W 4X4 12 3X6 12 6.00 6.00 Q2X8 (E3) 2X5 (A 1) 0-10-3 1X3 3X6 (E3) 2-0-0 4-4-0_j__3-4-0 7-8-0 OVER 2 SUPPORTS R-499# W- 3.50' R-333# W- 3.50' PLT. TYP.-ALPINE SEON-- 12867 FURNISH A COPY OF THIS DESIGN TO ERECTION .;;:.;.;^A REV 15.4.7 SCALE = 0.5000 C= o '� p *MIMPORTANT*X SMALL ENOT GBE RESPONSIBLE INEEREO �FOR TS. I NYWARNING IN�HANDLING. ERECTSES REOUIRE TIION ME CARE :\aGtOM B B�''•., DESIGN CRI30. REF R235--691 pAPI DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM BRACING.SEE •BWT-76', (BRACING WOOD TRUSSES: ;I�� � ��iIC •. i`_% TC LL30 PSF DATE 08�27�91THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMNEN7ARY AND RECDMHENDATIONS-MTPI). SEE v;.' fp WITH TME 'QUALITY STANDARp OSTBB' BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL DERMA- • �3 •;� TC DL 7 PSF DRWG HCUSR235 91239093 ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS NENT BRACING REQUIREMENTS. UNLESS 07NEFMISEp OTHERWISE SHOWK MEETING REOUIREMENiS OF ASTM A446 GRADE A. SHOWN, TOP CHORD SHALL BE LATERALLY BRACED: N� ` BC DL 10.0 PSF HC-ENG FSD CI7 APPLYCONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHING. • TOT.LO. 47.0 PSF O/A LEN. 7-8-0 p [� SHOWN. BEARING WIDTHS ARE 4• NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD KITH RIGID CEILING OR BRACING i 40 t.• !,: RDS WITH CONFO p [= C= C= p D�SGN�S«TP3A 3PCTRU55 PLATE INSTITUTE APPLICABLE PROVISIONS DESIGN SPE SPECIFICATION ON DESIGN. LONSTATE" 6ER'S �f%,(•��........G��t�,.` , OUR.FAC. 1 .33 IPITCH 6.0/ 12 FDS_ '�',�IR`[j SPACING 24.0" 1 TYPE COMN-- wuLo y JOB NAME: BEAM LABEL: "aa—G PO#20 .. Beam Design Length: 16 '-7" 2.69"x14 2.1E Parallam Beam Actual length is longer. Dimensions are to center of the required supports. n 5'-8" 10 '-11" A *** PSF LOADING *** (used to breakdown live+dead load and for tributary load) Roof Loading: 30 Live + 17 Dead = 47 PSF Total *** DISTRIBUTED LOADS *** Load Duration Factor (LDF) : 1.33 RANGE LOADING LOAD TYPE (loads shown are additive) 1 to 2 3'-6" Trib. width Roof 2 to 3 10'-6" Trib. width Roof *** POINT LOADS *** (+ is downward) LOCATION LOAD (lbs) LOAD TYPE Point 2 1933 Roof Total (live+dead) *** ACTIONS, DEFLECTIONS and ALLOWABLES *** Max. Value Location Allowable Basis %Allow. Moment: 20320 ft-lbs l'-11" right of 2 29746 ft-lbs 1.333 68% Shear: 4532 lbs at 3 9705 lbs 1.333 47% Def. Live: 0.52" 2 '-6" right of 2 0.83" L/240 62% Def. Total: 0.83" 2 '-6" right of 2 1.11" L/180 75% --- LOADING IN PLF --- ---- SHEAR ---- ---- MOMENT ---- SEGMENT LENGTH Bm Wgt Applied(LL+DL) Lf (lbs) Rt Lf (ft-lb) Rt 1-2 5 '-8" 11.8 164.5 3916 2917 0 19362 2-3 10'-11" 11.8 493.5 984 -4532 19362 -0 *** BEAM SUPPORTS *** Support Location: Point 1 Point 3 Reaction (lbs up +) : 3916 4532 Min. Bearing Length: 2.4" 2.8" 1. Analysis is based on dry service conditions (maximum moisture content 19%) . 2. Analysis assumes lateral support of the compression edge at intervals of 24" or less. 3. Beam has been checked for loads shown only. For other loading conditions further analysis may be required. 4. Minimum bearing lengths are based on the allowable bearing for Parallam PSL (600 psi) over the full thickness of the beam. Longer bearing lengths may be required by the sun rting material. 5. All dimensions shMobe confirmed by contractor. Installation is by others. For guidelines see Parallam PSL Installation Guide. 6. This output has not been checked by the Parallam Engineering Service office. 09-03-1991 Ver:1.5 by: TONY BEAVORR at LUMBER UNLIMITED TRUSS DIV. JAX,FLA. JOB NAME: BEAM LABEL: PO#23 Beam Design Length: 10 '-7" 1.75"x12" 2.0E Parallam Beam Actual length is longer. Dimensions are to center of the required supports. A71-7" A 3'-0" *** PSF LOADING *** (used to determine load from tributary width) Roof Loading: 30 Live + 17 Dead = 47 PSF Total *** DISTRIBUTED LOADS *** Load Duration Factor (LDF) : 1.33 RANGE LOADING LOAD TYPE 1 to 3 12 '-0" Trib. width Roof *** ACTIONS, DEFLECTIONS and ALLOWABLES *** Max. Value Location Allowable Basis %Allow. Moment: 2918 ft-lbs 3 '-2" right of 1 13530 ft-lbs 1.333 22% Shear: 2502 lbs at 2 5412 lbs 1.333 46% Def. Live: 0.05" 3 '-7" right of 1 0.38" L/240 13% Def. Total: 0.08" 3 '-7" right of 1 0.51" L/180 15% --- LOADING IN PLF --- ---- SHEAR ---- ---- MOMENT ---- SEGMENT LENGTH Bm Wgt Applied(LL+DL) Lf (lbs) Rt Lf (ft-lb) Rt 1-2 7 '-7" 6.6 564.0 1825 -2502 0 -2568 2-3 3'-0" 6.6 564.0 1712 0 -2568 -0 *** BEAM SUPPORTS *** Support Location: Point 1 Point 2 Reaction (lbs up +) : 1825 4214 Min. Bearing Length: 1.7" 4" 1. Analysis is based on dry service conditions (maximum moisture content 19%) . 2. Analyss assumes lateral support of the compression edge at intervals of 24" or less. 3. Beam has been checked for loads shown only. For other loading conditions further analysis may be required. 4. Minimum bearing lengths are based on the allowable bearing for Parallam PSL (600 psi) over the full thickness of the beam. Longer bearing lengths may be requfired by the supporting material. 5. All dimensions shall be confirmed by contractor. Installation is by others. For guidelines see Parallam PSL Installation Guide. 6. This output has not been checked by the Parallam Engineering Service office. 09-03-1991 Ver:1.5 by: TONY BEAVORR at LUMBER UNLIMITED TRUSS DIV. JAX,FLA. P LC 'r L �► N Lti t.: 2_b --:-S .L.VIi:: l..IN It,'3..L Ma .0- 44"P403 ##29A fl.AN ARACAI ....._.__.._..P'aR, fib l3ftlYt i-lciH�.�..._IN_._'_ -__-______ .�--...._�',SII►t�_-_�..1__�i_�o.�:�::_�:,:�___.._. tea. o • "TRU P. PIN E I-V%PIN / ►D' /4• ` 41P' 7i2 L 10" 0 O k� FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION !CORM 900-B-91 Section 9—Residential Point System Method Climate Zones Department of Community Affairs NORTH 1 2 3 PROJECT NAME 1 ELVR UNICSIO ' BUILDER: 13610 A6 P1.v/!S/Ow CdWwrr- ' PERMITTING CLIMATE AND ADDRESS: C_ qca OFFICE: �G . WCl/ ZONE: 1 ❑ 2❑ 3❑ OWNER: �^ PERMIT : JURISDICTION �I❑� �E'122/ �f- SDl1Tf/E�� NO.: NO.: NEW CONSTRUCTION IF MULTIFAMILY,NUMBER OF CONDITIONED®SO. GLASS AREA AND TYPE UNITS COVERED BY FLOOR AREA FT. CLEAR TINT,FILM,SOLAR SCREEN ADDITION ❑ THIS SUBMITTAL: � PREDOMINANT �y�QyERHAfTGEly FT SINGLE- S0. SINGLE- S0. MULTIFAMILY ATTACHED ❑ CHECK IF THIS SUBMITTAL �LttnNt�i�lryry I�L_1_J FT. PANE I I I FT. SINGLE-FAMILY DETACHED PRESENTS A WORST CASE PORCH LENGTH [U.k� FT D PANEE FT.T. DPANES� FOT CONDITION: NET WALL AREA AND INSULATION EXTERIOR MASONRY R = EXTERIOR FRAME R = �EXTERIO�R STEEL R = EXTERIOR LOG R = FT. ❑ .❑ SQ m MR.So. ❑ ❑ ADJACENT MASONRY R = ADJACENT FRAME R = ADJACENT STEEL R = ADJACENT LOG R ❑�S T. [1] .❑ �. E FT. m 171 S0. m FT FT FT CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC R = SGL ASSEMBLY _R_= SLAB PERIMETER R = RAISED:WD 0 CON❑ R = FD ©T. F0 FT ��F0. DUCTS GQdING SYSTEM HEATING SYSTEM HVAC CREDITS HOT WATER SYSTEM HOT WATER CREDITS IN CENTRAL ❑ELECTRIC STRIP D<EATElCEILING FANS Ld��'ELEG�TRIC SOLAR: ❑ •❑ UNCONDITIONED S.F. _ SPACE R = ❑ROOM ❑NATURAL GAS PUMP ❑CROSS VENTILATION ❑ NATURAL GAS ❑OTHER HEAT RECOVERY ❑ ❑PACKAGE TERMINAL ❑ROOM UNIT OR ElWHOLE HOUSE FAN ❑OTHER FUELS FUELS DEDICATED IN CONDITIONED AIR CONDITIONER PACKAGE TERMINAL El ATTIC RADIANT ❑ NONE HEAT PUMP: ❑ .❑ SPACE R = ❑ NONE HEAT PUMP ❑ NONE BARRIER E.F. �,❑ SEER = �,� CA,FOUEHSPFI �.® ❑ MULTIZONE EF = BEDROO SNUMBER F = INFILTRATION 2 7 /, V n (� // PRACTICE USED / T 11 � l C& ! X 1003 O ❑ #1 #2 ❑ #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I. CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. I hereby certify that the plans and specifications covered by the calculation are in compliance with the Review of plans and specifications covered by this calculation indicates compliance with Florida Energy Cthe Florida Energy Code. Before construction is completed,this building will be inspected PREPARED BY •R GINEERS: s INC. CAT s for compliance In ac oordance with Section 553.908,F.S. I hereby certify thf is V. is In com Is Ith Flor a Energy Code. BUILDING OFFICIAL: OWNER AGENT: DATE: DATE: 3N , 1596 r BOB BHlTE HOMES, INC . PLAN 1520 SV. FT' FLORIDA ENERGY EFFICIENCY CODE. FOR BUILDING CONSTRUCTION ~ Section 8 Compliance Program - Residential Point System Method Version 1 . 0 January, 1091 Department Of Community Affairs Printout generated by EP191 and submitted in lieu of Form 900-A-91 THIS COMPLIANCE FORM IS VALID IF SUBMITTED AFTER JANUARY 1 , 1901 _______________________________________________________________________________ PROJEC7 NAME : PERMlTTIN8 OFFICE : ' ------------------------------ | c14 AND ADDRESS: -3----------------- CLIMATE ZONE : 1 2 3 ----------- -1,9c� /'�- 'u�'. ' ------------------- | ------------- BUILDER: | PERMIT N0 � ' ^� x*. ' ' _- _ -_� ^ --------------- OWNER : ________-____OWNE8 : | JURISDICTION NO . : � ��. ' ---��------�--���-------�----- | -------------- ______________________________________________________________________________--- COMPONENT: DIMENSION : VALUE : RATING: VALUE : OFFICIAL CHECKLIST STRUCTURE TYPE: Single-Family ________ -------- PREDOMINANT EVE OVERHANG Length : 1 , 50 ________ -------- PORCH OVERHANG Length ; 12 . U0 ________ ------- WINDOWS Double Clear Total Area 175 ' 00 All Vertical Glass Total Area 175 ' 00 All Skylight Glass Total Area . UO WALLS -------- -------- Ext Wood Frame Area ; 1562 . 00 R-Val : 11 . 00 Ad] Wood Frame Area : 161 ' 00 R-Val : 11 ' 00 DOORS Ext Wood Area : 21 . 00 Adj Wood Area : 19 . 00 --------CEILINGS FLAT -------- -------- FLAT Under Attic Area : 1691 . 00 H-Val : 30 . 00 FLOORS Slab-on-Grade Perimeter : 205 . 00 K-Val : ' UO DUCTS Unconditioned Space Length ALL R-Val : 5 ' 80 COOLING Central A/C SEER: 9 . 00 HEATING Heat Pump HSPF : 7190 0 HOT WATER Electric EF ; - 90 Bedrooms : 3 . 00 INFILTRATION --------Conditioned Floor Floor Apea ; 1520 . 00 Praut : 2 ' 00 AS BUILT POINTS / BASE POINTS * 100 = EPI 30 , 760 . 11 31 , 648 ' 5? 87 ' 19 GLASS TO FLOOR AREA RATIO = ' 1151 fn Accordance with Sec . 553 . 907 F . 5 Review of the 1.,).lans and r,peal f-ications I Hereby cert-ify that: the plans and covered by this ca*lc:,ulat-ion indicates r,pec'if ications covered fay this ca'Icu c om 1,,) 11;a n c e with t:.he F'lor1da Energy lat-ion are in c•;omp'l iance with the Code . Before c;;onstrr..rctlon is completed Florlda Energy Cade . this building wi 'l l be Inspected for comp'l -ionce in accordance with Sect ion F.S . OWPJEI:/ACaENI` : _� BUILDING OFT'1CIAL : .______ I)AT y : _____7 V_1�1...._,._..______.____._._...�___... � L)�` 1'E : ___..________...._____._________________- ** PRESCRIPTIVE MEASURES (Must be met or exeeded by all residences) ** COMPONENTS SECTION REQUIREMENTS WINDOWS 904 . 1 Maximum of 0 . 34 CFM per linear foot of operable sash crack. EXTERIOR & 904 . 1 Maximum of 0 . 5 CFM per sq . ft . of door area . Include= ADJACENT DOORS sliding glass doors , solid core, wood panel , insulated , or glass doors only. ----------------------- EXTERIOR JOINTS 904 . 1 To be caulked , gasketed , weather stripped or other-- & CRACKS wise sealed . WATER HEATERS 904 . 2 Must bear 'label indicating compliance w/ASHRAE stand- ard 90 or comply with efficiency and standby loss re- quirements . Switch or clearly marked circuit breaker (electric) , or cut--off (gas) must be provided . An external or built in heat trap must be provided . SWIMMING POOLS 904 . 3 Spas and heated pools must have covers (except solar & SPAS heated) . Non--commercial pools must have a pump timer . Gas spa & pool heaters must have minimum thermal efficiency of 78 HOT WATER 904 .4 Insulation is required only for recirculating systems PIPES In such cases , piping heat loss shay) be limited to 17 . 5 BTU/H/Linear Ft . of pipe. ------------------------------ SHOWER HEADS 904 . 5 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. HVAC DUCT 903. 2 Constructed in accordance with industry standards & CONSTRUCTION 904 . 5 local mechanical codes . Ducts in unconditioned space must be insulated to minimum R-4 . 2 & Joints must be sealed . MVAC CONTROLS 904 . 7 Separate readily accessible manual or automatic thermostat for each system. INSULATION 904 . 9 Ceilings minimum R--19 . Common Walls - Frame R--11 or CBS R--3 . Frame Common Ceilings & Floors R-11 . M . ** INFILl-RATION REDUCTION PRACTICE COMPLIA14CE CHECKLIST ** . G.,0MPONEN'Ts REQU I REMENTs PRACTICE #2 Comply with Practice #1 and the following . Exterior Walls &�Floors+ ` 'Top plate penetrations sealed . Infiltration barrier •installed . dole plate/floor Joint caulked or, sealed . Exterior Walls & Penetrations , Joints and cracks on interior surface Ceilings caulked , sealed , and gasketed . DuctWork Ductwork in unconditioned space must be sealed . Fireplaces Equipped with outside combustion a•ir . doors , and flue dampers . Exhaust Fans Equipped with dampers . Combustion devices see 903 . 2 (f) . Combustion Appliances Provided with outside combustion air . M, . SUMMER CALCULATIONS --- BASE Aa--BUILT GLASS--__________.______ ORIEN AREA x BSPM = POINTS TYPE SC OR.IEN AREA x SPM x 501= = POINT: N 30 . 00 38 . 3 1149 . 0 DOL CLR N 24 . 0 38 . 3 . 93 850 . 1 DBL CLR N 6 . 0 38 . 3 . 88 202 .1 E 911 . 00 79 . 7 7252 . 7 DBL CLR E 56 . 0 119 . 11 .47 2091 . 1 DBL CLR E 35 . 0 79 . 7 . 94 2608 . S 6 . 00 66 . 2 397 . 2 DBL CLR S 6 . 0 66 . 2 . '19 313 . E W 48 . 00 79 . 7 3825 . 6 DBL CLR W 18 . 0 79 . 7 . 94 1341 .) DBL CLR W 30 . 0 '79 . '7 . 517 1362 . S . 15 x GOND. FLOOR / TOTAL GLASS = ADJ . x GLASS - AUJ GLASS ! GLASS AREA AREA FACTOR POINTS POINTS POINT, ------------------------------------------------------- . 15 1 , 520 . 00 175 . 00 1 . 303 '12 , 624 . 50 16 ,447 . 92 8 , 769 .5 NON AREA r, BSPM = POINTS TYPE-' R-VALUE AREA x SPM = POINT. Ext 1562 . 0 . 9 1405 . 8 t Ext Wood Frame 11 . 0 1562 . 0 1 . 70 2655 .1 AdJ 161 . 0 . 7 112 . 7 ( AdJ Wood Frame 11 . 0 161 . 0 . 70 111 . ' DOORS _______________ Ext 21 . 0 6 . 1 128 . 1 Ext Wood 21 . 0 6 . 10 128. ' Adj 19 . 0 2 .4 45 . 6 AdJ Woad 19 . 0 2 .40 45 . 1 CEILINGS_____..,.__._.-_-- � UA 1520 . 0 . 6 912 . 0 Under Attic; 30 . 0 1591 . 0 . 60 954 . ( FLOORS______________ � Sib 205. 0 -37 . 0 . -7585. 0 J Slab-on--Grade . 0 205 . 0 -41 . 20 8446 . 1 INFILTRA'T'ION------------ 1520 . 0 8 . 0 12160 . 0 Practice #2 1520 . 0 8. 00 12160. 11 TOTAL SUMMER POIN'f5 23 , 627 . 12 16, 3'79. 9 TOTAL x SYSTEM - COOLING ' TOTAL x CAI) x DUCT x SYSTEM x CREDIT =�COOLIN SUM PTS MULL" POINTS COMPON RATIO MULL" MULT MULT POINTS ---------------- 23 , 627 . 12 .42 9 , 923 . 39 16 , 379 . 91 1 . 00 1 . 104 . 377 1 . 000 6 , 614 . 1 WINTER CALCULATIONS - -- BASE --- I - -- AS-BUILT GLASS-----________-__-__ ORIEN AREA x BWPM = POINTS I TYPE SC ORIEN AREA x WPM x WOF = POINTS --------------------- N 30. 00 7 . 3 219 . 0 I DBL CLR N 24 . 0 7 . 3 1 . 11 194 . 5 I DBL CLR N 6 . 0 7 . 3 1 . 18 51 .5 E 91 . 00 -9 . 2 -83'x . 2 I DBL CLR E 56 . 0 -9 . 2 -. 60 307. 5 I DBL CLR E 35 . 0 --9 . 2 . 81 --260 .8 S 6 . 00 -28 . 4 -170 .4 I DBL CLR S 6 . 0 -28 .4 . 89 -150 . 9 W 48 . 00 --9 . 2 --441 . 6 I DBL CLR W 18 . 0 -9 . 2 . 81 -134 . 1 DBL CLR W 30 . 0 -9 . 2 -.24 66 . 2 -------------------------- . 15 x GOND. FLOOR / 'roTAL GLASS = ADJ . >, GLASS - ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS I POINTS ----------------------------------------------------------------------------------------- . 15 1 , 520 . 00 175 . 00 1 . 303 --1 , 230 . 20 -1 , 602 . 77 I 73 .89 NON GLASS_____..._--___ AREA x BWPM = POINTS I TYPE R--VALUE AREA x WPM = POINTS Ext 1562 . 0 2 . 2 3436 .4 I Ext Wood Frame 11 . 0 1562 . 0 3 . 70 5779 .4 Adj 161 . 0 3 . 6 579 . 6 I Adj Wood Frame 11 . 0 161 . 0 3 . 60 579 . 6 DOORS_..._____w_____-_- I Ext 21 . 0 12 . 3 258 . 3 I Ext Wood 21 . 0 12 . 30 258 . 3 Adj 19 . 0 11 . 5 218 . 5 I Adj Wood 19 . 0 11 . 50 218 . 5 I CEILINGS------------- U A .___-_____--UA 1520 . 0 1 . 2 1824 . 0 I Under Attic 30 . 0 1591 . 0 1 . 20 1909 . 2 I FLOORS__--______-w. «. I Slb 205 . 0 8 . 9 1824 . 5 I Slab-on-Grade . 0 205 . 0 18 . 80 3854 . 0 INFILTRATION---- -_---- I 1520 . 0 7 .4 11248 . 0 I Practice #2 1520 . 0 7 .40 11248 . 0 TOTAL WINTER POINTS 17 , 786 . 53 ( 23 , 920. 89 TOTAL x SYSTEM - HEATING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEAPING WIN PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS 17 , 786 . 53 . 58 10 , 316 . 18 123 , 920 . 89 1 . 00 1 . 104 .4w4 1 . 000 12 , 786 . 94 WATER HEATING -__ BASE --- --- AS--BUILT -_- NUM OF x MUL'rY- - TOTAL VOLUME EF TANK x MULT x CREDIT = TU'rAl BEDRMS RATIO MULT ----------------------------------------------------------- 3803 . 0 11 ,405 . 00 50 . 90 1 . 000 3719 . 7 1 . 00 11 , 159 .0( SUMMARY --- BASE --- -_- AS--BUILT COOLING HEATING HO'r WATER 'rO'rAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS - POINTS ( POINTS + POINTS POINTS - P01NT,l 5923 .4 10316 . 2 11409 . 0 31 , 648 . 5'7 6814 . 2 12785 . 9 11159. 0 30 , 760 . 1 " * EPI == 97 . 19 lh4 Ail CLt 3. k 5 ENERGY DATA SHEET FOR JACKSONVILLE, FL. NAME G-" s�OME-.3 �iUr DATE JOB ADDRESS L v7— 7 t' S"�G 11/4 EPI `` t_T� 1. Type insulation in walls R Value _ 2. Type Insulation In ceilings Batt R Value 3y Loose Fill R Value Sky Lights Sq-Ft. Knee Walls Sq. Ft. Note:No loose fill Insulation will be allowed on sloped ceilings or ceiling areas considered Inaccessible.. 3. Type insulation for wood Iloors. R Value 4. Concrete slab edge insulation ? R Value 5. Insulation R Value around ducts In conditioned space i 6. Type heating system ITPf}� �� HSPF SPI) _AFUE 7. Type cooling system ? c2 rv�RA'I SEER ,_0 8. Type hot water heater 7 Ef. ff.CL Heat Recovery Unit Solar Dedicated Heat Pump 9. Type glass In windows and doors DC _L DT SC ST 10. Type exterior doors ? so I' 11. Are the dimensions of all windows and doors shown? T� If not , provide this information on a floor plan,elevation or In a schedule. 12.Size of the roof overhang ? _ 13 Ceiling fans In all bedrooms and primary living areas? 14.Is a multi-zone A/C system to be used? Pic) 15.Cross ventilation in main bedrooms and primary living areas? 1`oU 16. Is the building oriented on the plot plan with a compass direction ? WIC -I[ not, draw in on the plot plan. 17 Is there a whole house Ian (attic-type fan with CFM Rating of 3X the conditioned floor area)? 18. Infiltration package # 1 # 2 # 3 19. Attic Radiant Barrier? �y (See 9-E). I certify that the above is the correct data used to calculate the EPI on Energy orm u lied, wilt be incorporated In the subject job. AIR ENGINEERS, INC. Signed: 10947 BEACH BLVD. 14 1991 JACKSONVILLE, FLORIDA 32216 P LOT P L. A N -- L..ot 'ZG SGLVA I—I NILS 1 f7_ig U ►�� t TM� -- rF3. 244 pZ,S 20#25d ATLANTIC f3,EAC1.1 F'GA, _ POR: M-66 BRIT* P&PA4s3 -INC,__. ._.. . SCALE QC, 40 and Zoning /4.00 o r r'vitcN /z.o• 9.0 Y*_ Q Q \ Q r �OQCN' B� This Instrument prepared by: RECORD&RETURN TO: Fm AECDBDF Keith Watson Law Offices of Keith Watson Law Offices of Keith Watson 8825 Lllllan Road 8825 Lillian Road Jacksonville,Florida 32211 Jacksonville,FkorMa 32211 f NOTICE OF COMMENCEMENT (F'WPAnE IN DUPLICATE) STATE OF FLORIDA COUNTY OF DUVAL The undersigned hereby gives notice that Improvement will be made to certain real property, and in accord- ance with Chapter 713,Florida Statutes,the following information is provided In this Notice of Commencement. Description of property: Lot 28,SELVA LINKSIDE, UNIT 1,according to plat thereof as recorded in Plat Book 44,pages 23 and 23A.of the current public records of Duval County Florida. General description of Improvements: Const single family dwelling. Owner(s): Terri A.Southern.a single woman Address: 8787 Southside Boulevard#1209 Jacksonville Florida 32258 Owner's interest in site of the Improvement: Fee Simple Fee Simple Title Holder(If other than Owner): Name: Address: Contractor: Bob Brite Homes, Inc_ Address: 8458 Mansfield Place,Jacksonville,Florida 32207 Surety(if any): Address: Amount of bond: Lender; American Federal Sayings Bank of Duval County Address: 8320 St Augustine Road.Jacksonville Florida 32217 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 7 13.13 (1) (a)7., Florida Statutes: * Name: American Federal Savings Bank of Duval County Address: 8320 St.Augustine Road Jacksonville,Florida 32217 In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided In Section 713.13(1) (b),Florida Statutes. Name: Address: Expirati0 Date of qqtIce of Commencement: 1 Terri A.Southern F113EP. GLASS -- --- --S k r NG-L SEL-� r - -- � C iL 1 ►JCi-"-- �---- � j'' �'", --�-Ct��As- �A.- "TRus9 _-M.Ri t -- _ FAQ, r it --:g OF t= I T I ' A - - . -_vantz-�_ Ptr } 2 ��Yy� t- .x► Ty _ �ilXQ11 ",pt nS= -TrP, 1 c r i T`t p, M A-S. A T V 1 �NSUL . I Y/D -5 E7 - j, t 1/fit! AtiLC, Q11_ COWC. SLAIB TS ve Coxes for 10 - - -_ -=Vf- V1, 1, 0 Ve12 -- GrM,Vr STt5" ( 15QvEEN �CnAn _tn1.lT n •� ��_ _�__ i Z 'Q G. Zq1O*A!7s 145,00 C. r// Ply,2o 4'� A: 7 C; I Ira?Ale v CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: Z6oq Property Address: , Owner: ��/ c ri4Q. Telephone#: 3 3 Contractor: VG& o Telephone #:(kt 77, - ¢7 01 Contractor Address: 4-3 1,0 &&wzyd Fax#:(9oil 7 A 313,! In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: if other construction is ❑ New )(! Residence ❑ "'Temp. ❑ New being done on this building Or site,list the building Old ❑ Commercial ❑ Signs ❑ Increase Permit number: Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER ALUI�IINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS ).PO PH W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 30 AMPS 31 100 AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Sign Miscellaneous 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ei.atiantic-beach.fl.us PLOT FL & N . rb. 44 P45 ?_$ Z13.4. �7"C,/>r`aTt+,• fj,,,Axl F .C..t1• FOR! P50 I� i �`.,oL'x'=d �etiSlfu3d41�G; Zwfu,rr +9i•+w»uR "�,".a�.`tl�aa'tll'u:«.936�+:'u�IrEiY+S ,u�YG!�I ,r�ldi^.I�'�N:' "Gh `�l1�"ah�� r -�j ! 7 0 , 2 lY, � 0 L- G d 6,4 I. a; OVED �� Yk s? VA U 'vSIDE MAP SHOWING SURVEY OF L07- Z(o SELVA LiAlK51DE (JAJiT l AS RECORDED IN PLAT BOOK 44 PAGES Z3 OF THE CURRENT PUBLIC RECORDS OF DUV4L COUNTY, FLORIDA. CERTIFIED TO 50b 6ZITE OME5 Terri A. Southern American Federal Savings Bank of Duval County Z First American Title Insurance Co. Law Offices of Keith Watson L11QKSI05 COUAZT EAST 5.(0°/8 0015 50.0' Z9.(o9' f •.'.I(o'... X12"eEoae 6> .9 0 7.5 J.E A. ([roasdell� N — E5 M T m 10 ii.Z' -).F-:A. Te4&15F.. 455V IT. �'� � •ae:: • • Q of co 4 9 AZA B 5' N •o'.T 61 O O� 0;,� Zook r „K.,(W� N1n Soo ye..PO OV 1 J :•y�,:,,. rwoco (ours fm doo y.c(.,) L O 7- L07 27 Z 5 1- srOR y 57ucc.0 N lUW N ft i�az j CO. F. F. -(/1.47) V N� N W 13.9' .�G.. h ap .. .. f 4•fo' l0/0 ��2"eE SAC 0.2' 5'W000 PRIVACY FENCE ��2" �EgAe in comic (Undtr COnC� �"� �GroaSde�l� Unable fo rC4d AJ. (O0161CO vy. J�Q•Q cap. LOT LOT LOT 7-8 Z9 30 DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: / -- -� -- ------ � .�� � , t lf -- ------------- ------ ------ ------------------------------------------ ------ -------------------------------------------------- ------ ---------------__-_--__-_--_--------------------- ------ ------------------------------------------------- SINCERELY, BUILDING INSPECTION DIVISION cc: FILE 109.kn tf tratr of (Orrupanry CITY OF A%"4 &ws• R4614 �r�ttr#m�en# uf �niiding Jn��rrr#inn This Certificate issued pursuant to the requirements of Section 109 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 ::.. Bldg.permit No Groupe Type Construction ' _ Fire District_ ---- Owner of Building Address_ . Building Address — By Building Official Date:_ POST IM A CONSPICuous PLACE CITY OF 4&aA& Beaa4-O; �*/L 1 L4 Office of Building Official REQUEST FOR INSPECTION Date / f Permit No. 42 2 Time Jr� Received /G' L District No. Job Address Localit Owner's / ,/ —�' Name r ';' Contractor� ✓� LDING i i CONCRETE LECTRICAL PLUMBING- ti MECHANICAL- -Framing ❑ Footing ❑ Roug inng ❑ Rough ❑ Air.Conte"8 ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Fire Piece ❑ Pre Fab READY FOR INSPECTION TM 7 ) Mon. Tues., V Wed. % L�fb Thurs. Friday --= A.M. Inspection Made f P.M. Inspector Finallnspection r 9 r ` /�/ � Certificateo upancy Date Roe( F/Z q vK(a)G X(6 f-(r 0(- f-aLI Tit --� ,q J C CITY OF 4&4#z4c Beach- Office of Building Official �� Nr�r� m REQUEST FOR INSPECTION✓✓✓ Date�►I Permit No. Time A.M. Received District No. _� '!f� 4�A1 '- Job Address Localit Owner's Name S�, ��� i<<� Contractor s`1 — BUILDING�- CONCR" TRICAL �PLUMB�ING MECHANICAL Framing ❑ Footing ❑ Wiring ❑ Air.Con .Re Roofing ❑ Slab ❑ Temp Pole ❑ Lintel ❑ Fire Place ❑ 4 6V-.t2 L� Pre Fab READY FOR INSPECTION M Mon. ues. Wed. Thurs. a t Inspection Made P.M. Inspector Final Inspection❑ Certificate of Occupancy � ! �� /�r✓i i�7 S'0 Date 4 + f \ s . d) � . . g - O $ » gg ƒ \ s \ i\\ a Q e % r. ƒ ¢ ¥» ° \ ul � `. . . % o % \ t ® c - . 07- . & v I CITY of Office of Building Official /{ REQUEST FOR INSPECTION Lf C Dated,/ Permit No. ° ,7' f/ Time Received !✓ � p.,(y� � District No. 1( I �' f-+l Ez k St��� - c i-<L Job Address Locality Owner's �!11b y� �,�.. �t,� Name /) t5�,^t�T Contractor /�"t Alnzf L, BUILDING CONCRETE LECTR1 AL ` -.PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough ❑ Air.Cond.& ❑ Be Roofing ❑ Slab ❑ emp Pole fK Top Out ❑ Heating Fire Piece 0 Cantel ❑ fJ� .V r Pre Fab READY F ION Mon. Tues. Wed. Thurs. Frill __ j^y A.M. Inspection Made _ ___--__ P.M. inspector Final Inspection❑ Certificate of Occupancy Date CITY OF Maw BW4A-9" Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time Al hf. Received P.M. District No. 6 75 ! Job Address Locality OwneNamer s /-// _ i / Contractor_(Lice' _^L`✓!f 'rf+ BUILDING CONCRETE ELECTRICAL PLUMBING 1 M CHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough tJ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pale ❑ Top Out ❑rtPleating PlaLintel ❑ tc rr/!d� /*4,4,` Fire Pre Faabb ❑ READY FOR INSPECTION A.M. Mon. Wed, Thurs. Friday `'P 14f f A.M. Inspection Made y P.M. Inspector Final Inspection❑ Certificate of Occupancy Date 4 � 06 g t t 0 . ti ■ # , t # cc. U % 0 g r . r- i £ � & a \ BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH / ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. L . LOCATION Street Address: OF Intersecting Streets: Between And r BUILDING 4 .lel Sub-division II. IDENTIFICATION — To be completed by all applicants. In consideration of permit given for doing the work as described in the abcve statement we hereby agree to perform said work in accordance with the atta6Led plans and specifications which are a part hereof and in accordance with the City of Jacksonvilfe ordinances and standards of good-.practice listed therein. Name of Mechanical - Contractors Contractor (Print) Master Name of n Property owner /Gt/lA21o3 , W00/ Signafun of Owner Signature of IArrtboris.d Agent Architect or Engineer 111. GENERAL INFORMATION A' Type of heating fuel: B. /S.vu IS OTHER CONSTRUCTION BEING 0001f.ON GLaectric .THIS BUILDING OR SITE? ❑ Gass—❑ LP ❑ Natural ❑ Control Utility IF YES, GIVE NUMBER OF CONSTRUCTION ,^ 0 on PERMIT 0 Other— Specify IV. IIIICHANICAL SQUIPMINT TO IS INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) Lr- Residential or O Commercial RL--hoot ❑ Space ❑ Recessed QL_Control O Raw New Building Q"r Conditioning: ❑ Room fiCCentrel ❑ Existing Building Q(j`Dnct System: Material)k&4V!A;W- Thickmw! rr ❑ Replacement of existing system Maximum capacity c.f.rrn. A= Ag- New installation(NO system previously insta.1led) 10,0C, 13 Refrigeration ❑ Extension or add-on to existing system Cl Cooling tower: Capacityg.p.m. ElOther Specify Fina sprinklers: Number of has Q Eiwetor ❑ Monlift ❑ Escalator (numMr) THIS SPACE NOR OFFICE USE ONLY Q :;Gasoline pumps (number) (Red) I0. Tooke (number) Remarks 13 LPG conteinon (number) a UnfmW pressure vessel CI Iefhm Permit Approved by Des. Other — Specify Permit he. LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT capecli Number Unites Description Model Number Manufacturer (Tons) A r /L.cw i DEPARTMENT OF 130I1401NG CITY OF ATLANTIC 6EAC4 :: .. PERMIT NF" RNA `I+ Int - .._-----.- LddATICN INFORMATION, "-�__--».--- " , Permit Nu b0r:, 4521, Address'l 11,0 'LINRSI E COURT EAST Permit Type: MECHANICAL AT' AOT, BVACH# FLORIDA; 322" Classi of Work.* _ __ - - .SAL OSCRIFTION ! c r r tx�. Type Wfi3 t 3 NA. Lots ���rc�s m Section: Proposd Use z. SI NEIGE .FAMILY AMs.LY T' r�x I•ialp s R»fl: O Dwellings: Codo:" CJ Subdivi ion t- SEL.VA LINKSIDE Estimated Value z SOL-Q0 Improv. Coot: SQ,010 Total' � �.� 47.'00 " 4 .00 0/ 1 " Nord Ei TEAT. "BRAT AND AIR 1H NIMH RRSCE I� APP'LI ATION FESS - ---~ N F, °5 ► R IIT' $47. 00 a � 4: I I E' I T3UFlT EAST' MATER"' ;NF'ACt FEE $0.00 � 3 k '; M1 + , M F,Xy „ £.7b 09 a Efi J :F �� A 5 .IN -. ` R• 5. O. 'Alp, N"PORF[AT ON RA R1 :I � �^ $0. 00 Dame tN S" 14 "IIC, illA'T'ER ' $0. 00 � SAX+� '� 0 HYMAUL.TC ;SHARE s iM� N NFAOT' FEE .; �� fit(�.t3Q Lic Aft. ALP .F.unO`i' ';firze ',t,w;xs �. +v 4 ro+ ,i y nx im m mn ter.. �Q ,' ' NOTES: 1h 5.n NOTICE--ALL C©NC"EtETE"ftiFEMEi`AN©F04T1NQS MISTrB ":11+L�K7ECt" fflRE iafiUWINC 4 PERMIT VOID"SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT Be,PLACID 14 PUSLIC SPACE;ARID MUST BE OLEAREb OF ANIS HAU1ED AWAY`'BY'EITH-ER CONTRACTOR OR OWNER `xTAILURE TO Ct KAPL�Y WITH; THE MECHAOICV L1 N t A`lr CAN .RESULT !ly ' # -PRO ► ;R`�"IOWNEA,PAYING T'WhGE FOR a�#ILOI t �i�tT�."p.. ISSUED ACCORDING TO""APPROVEO PLANS WHICH ARE PART OF THIS PERMIT"AND. ec' T N'FOR VfOLATI"ON fJF AI�PLICA> I FFtVI"BIONS"OF LAW. sw47.94 ,,:. .>kl '1• Mkt .,' `� '>4N ,. ENT y �,k 151 T, CITY OF ATLANTIC BEACH, FLORIDA a APp►o«+bV APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:,..._._. IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. �'b c?,e�C�9-L ' �•-jf,� � ` -'5"' e .moo�c.✓s ELECTRICAL FIRM: MASTER ELEGIRIC16N )NATURE JoualiKbiAti NAME ADDRESS: ��� /��l S r C�c RFD BOX BLDG.SIZE BETWEEN: RES.ivl APT. ) COMM.'l PUBLIC.1 ! INDUS.1 1 NEW i+T OLD 1 I REW.( 1 ADDITION( } TRAILER t 1 TEMP.1 } SIGNS 1 ) SO.FT. SERVICE: NEW( INCREASE( ! REPAIR 1 } FEE CONDUCTOR SIZE AMPS 0 COPPER I I ALUM l� SWITC OR BRE6KER 0200- mm PH W OLT -9ACEWAY F, EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED OPEN TOTAL y. 0•30 AMPS, 31.100 AMPS. SWITCHES r i. 1. , INCANDESCENT FLUORESCENT 6 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 r ti 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. I N.P. VOLTAGE PHS MISCELLANEOUS OWN momm�. CITY OF ATLANTIC BEACH, FLORIDA a Approwdby APPLICATION FOR ELECTRICAL -PERMIT i TO THE CHIEF ELECTRICAL INSPECTOR: DATE:,— � � 7 X19 �l IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTE ELECIRICIaN SIONATURE NAME'90'� Aet fC ZZ-10-w C.!-5- :ti�j � /✓llI .F2.tel/ e. ADDRESS / & ,[, _ BLDG.SIZE BETWEEN: RES.I I APT.I 1 COMM.( 1 PUBLIC,( INDUS.1 I NEW I� OLD( i REW.I ) ADDITION( ) TRAILER ( 1 TEMP.(A SIGNS ( ) SO.FT. SERVICE: NEW( I INCREASE I ) REPAIR ( I FEE CONDUCTOR SIZE AMPS COPPER ALUM. SWI OR BREAKER AMPS PH 3 W VOLTRACEWAY t EXIST.SERV.SIZE AMPS PH . W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL ;. RECEPTACLES CONCEALED OPEN TOTAL O.'O AMPS. 31.100 AMPS. SWITCHES r, INCANDESCENT FLUORESCENT b M.V. FIXED *.too AMPS.T OV[R APPLIANCES BELL TRANSF. AIR N.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS 4378 DEPARTtAENT OF 9LIila3�NQ -TY QF ATL.AN11C PERMIT INFORMIATIPK`l -7 por it Nuobe r a 437 Addr"art .11.02 LINKSIVE (COURT EASE' �'� xa1# T P a P t1I�EIKI A"TL1A*T,.O EEACI#r L t o + Class af, Worka NEW ----- -- .SAL �DES-C ` P�`ION .. . _..�.,. . ��" c�ru�tr. `y WQQ 3 FAM Lots a �#��c�k� Soctican a Propoo d, Us*a SINOLE: FAMILY �a hila tN(3 C 0j)► SELVA L.1 IKSI E Effiti te+d" VejUe a .010 Iyaprov. Cast a 40.,00 TotF a r � :OQ . 1NR IN RESIOki iG" .r' A'fiI1 R �- s° �r _ APPLICATION FEES, PERMI'T S I Ad 'A � IDE:. OURT EAST 1 A"TE t IRF'ACT FEE 3 , 00..E L3RIDA ," �S $Q. QO Ir ! R> QR "SAS- S. � «Q -a . . _ ,. R f 'Qxwbaww I H Rhi)C►! SAS � "A $0. 00 OAS- -------- ` R Mei E IL, PLUMPtril. CO. MATE , TAP SQ.QU 'ft,*M, TAP JA t! LLRr +" ; "$" 1Q HYDRAULIC SHARE t14° T s Q QCT FEE ' � �a � �00 " $0.00, " 7SSC. N I -ACT FRE � u are. aa+ax„nt8,m,= ..ar.;muc «, .a ""'ems ,a+.+h» �.«.,, .�,.�M.srk ,a''ai� tow MOTES: I E , I - f " NOT' ALL CONCRETE"FORMAS AND FOOTINGS MUE7 ER"INSPE C7I D BEFORE POUR#NG P,,E MITvOID SIX MQNTHS`AFTER`1 AT OF-ISSUE i E�UILDING"MATERfAL;R#1BRiSH#t* "i I E R"18-MM THIS WORK MU$ Nt3T�E F,L.ACED IN PUBLIC SPACE AND MUST BE rlEl#RED"#JP AND HAULED A11VlYY"DITHER CONTRACTOR OR OWNER, I •i� ��lt ■� ^ /�� �+ IN (41F ' R �i�m � - .Txi "" { a ME`iH.>!'� A✓S� " 1�.` r r �w �. HE ''PAYING IE E #SUED A Ct)R©[NG TO"APPROv D,PLANS WHIG# ARE PAR OF THS& PER, II#T ECT TQ R TIS FOR 1QLAT#QW OF,APPLICABLE PRt?1/#$l+C3h#$6 Of LAW, i i ht} `6 A TIC ACH B ALO1!'rttG"DEPARTME1+#T" r - G CITY OF ATLANTIC BEACH ' APPLICATION FOR PLUMBING PERMIT JOB LOCATION: / G-LJ��7\ S1- � �% n 'PLUMBING CONTRACTOR: LICENSE NUMBER:_ OWNER: - eVmp BUILbING CONTRACTOR: Bcil 8 C 1. f E H()fY'lC--S TYPE OF BUILDING: ST A2 ,( SINKS SHOWERS LAVATORY �) WATER HEATERS 07 BATH TUBS / DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS OTHER 1 TOTAL FIXTURE COUNT: + $15.00 - ------------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. 319 DEPARTMOOT OF BUIL01NO ,CITY OF RLANTIC 9 AGH . � PERM IT > H 'TO �:. ,W _�w �,.�.. LCOHN (�IRtA"TiOH P r ni t Mast lai r: 43JLS Adc�io s»s 1102 E` 1 NK I1?E COURT EAS Prgrmiir«. '1y +s BUIL# NO ATLANTIC BEACH, FLORIDA 23 Clr Vf'ork s NCH .. Lt L O CRIPTION -- .. .. . constr.,.'T s HOOD .F CA Lot s-. 26: 14 t �S06tion�s Prapd Uses EI1tL. ' ► LXrb RNOs O. 1 Gcad s £ 5ubdivisl s r SI LLA L.IFIKgTUC Estimated Values � +t�a9.' .00 T spr o,V* Costs *O�OO rM iO2,1 421OZ, 16 Aisou t ' I�tlaar I«7x> L.E FAMILY RESjD NCd PER )!+L.AH; Elm Aad 1 yyBLVD.a�yy♦ 120yy TA'Tl f IAP1y�C+T FELE 0490,t63�0 9LeOWA4 'R# A "3 i' 'r �� wlr 4.tiJ �n 3+ 'P 'R t"'�" si TA a fp`lilipni ,'� �� , r'" cam' r A1k%A S �.,`" rt ALL nP+MJr wr4 Yw w.r �,y ,. M1OR1AT1r01# 53100 . ' TuAl C WATER $0 Addra�,��eraA ,.��4� �'��?�A:.w�'� �''� �!1� ..�t"A� 0.•OO gin.,.... , .QAC IL.LE. IrL . 4207 1!�YDRAI�L C SHARE E4. 00 r ' y s O iE�—�HSP�:T FEE *0-'00� , mc. H IMPACT E tO, tO } *O a •�s� m aw wa xa"�'�kAP�:,-,..s� uexunnW � G•',3.'F�anartt�a, s+ :K, ».as- ,r"�P§. ^" ,�"FpC Sn.,y, 4v �_.ro• `tiff:'.a ;-.& 4yx� P� f 6 9 NOTICE ALL CONCRETE FORW AND FOOTINGS MUST 13E INSPECUD BEFO—ftl 00 INC3; PER.Iw111,1iJOID SIX MONTHS AFTER HATE OF.ISSUE R 'DING MATERIAL,RUBBISH AI Q DEBRIS FRgM THIS WOR}(MUST NOT SE PLACED IN PUBLIC SPACE,AND MUST BE `. Q ED t'0 AND HAULED AWAY,BY.I�IIHEft,C01+iTRACTOR Obi OWt�IER ,< # ' � '- OM THE M.ECH/#hIICS!.•L M 'LAW.CAI . P RT1 !' A `i A' IN T'WiCt. Ftp 8 1LO � I��0 ,ZN s." .Y I� AOC AN P#ipY1 O.RDINB TO APPROVE© PLANS WHICH ARE PART OF THIS PEAM:m,AN ECT TO ION;FOR CILAT N OI��tPPLICA$ 51t'NS OF LAW. Ar AANTIC BEA ,BUILDINO, Ed�ARTMENT tiXl �777777 Heated Square Footage @ $ Q© per sq ft = $ Garage Shed _ �j/ @ $ mer sq ft = $ ,jam 7� rt/Porch �3. @ $ 1 3 ,ft per sq ft - $ Deck @ $ per sq ft = $ Patio '� @ $^ per sq ft T $ 'NOTAL, VALUATION: Total Valuation 1st $ 5eJ r �i- O $ 48. mac: Remainder Valuation q. per thousand or portion thereof -------------------------------------------- Total Building Fee $ .:�0 8, r ADDITIONAL PERMITS and/or FEES REQUIRED ' + k Filing Fee $ it N1ech ical ,y/` ; 1 fireplaces @ 15.00 $ / S C 0 Plumbing ' BLM DING'PERMIT.FEE $ 1/77. o U Electric/New ------------------------------------------------- Electric/Terms ✓r Septic Tank BUILDING PELIT $ 41 / `' ` Well WATEFZ NfE'TER CHARGE $ S_010 Sk.dmming Pool SEWER IMPACT FETE $ 0 6 Sign WATER IMPACT FEE $ 10, O G Water Connection MISCE 'OUS $ Sewer Connection /�114� /,5��� f" $ 141 v Water Meter $ �� Elevation Certificate GRAND TOTAL DUE $ ---------------------------------------------------------------------------------------------- CALC[IATIONS and/or NOTES x CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Ispact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND • WATER CLOSET, LAVATORY i BATH (8) TUB OR SHOWER STALL (6) / - r1 WATER CLOSET V WATER CLOSET, TANK OPERATED (i) VALVE OPERATED (8) —,„BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) 3 FLOOR DRAIN (1) _SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) j POT, SCULLERY SINK (4) C DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) 0 KITCHEN SINK (2) DENTAL. LAVATORY (1) KITCHEN SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) • GRINDER (3) (! BIDET (3) . 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 —LICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS �� @ 20.00 EACH ; 070-60 a JOB INFORMATION 1 f Z L (ilJ'tis i 0 C C i CITY OF ?ROPERTY DESCRIPTION _ 716 OCEAN BOULEVARD .ot � � _Block N........ ection i'_-_____- -P.O.BOX 25 - ATLAfMC BEACH.FLORIDA 92233 iubdivision sEL�Q�. -i I�1 if- �tJ TFLEPH(JNE IIi041249 2395 -----------------•�- --------- 3 3 4 Q __ w . Street Name DESCRIPTION OF WORK sr Address s____ LIN I-S j jam_�bGl _t As-r It in a FLOOD HAZARD 'lood Zones--------------area complete page 3. Brief Descriptions S1146LE FAm L �Z SIJ)ENCe Class of Works (New/Remodel/Addition).... :OHING INFORMATION Type of Construction: - -------- ------------- :oning Proposed +istrict:......... se:_____________________ Estimated Value e ����a_______ :xceptions or Materials s__Eglm --Eqlm-L------------------ ariances Granteds------------------------- Solid or Filled Grounds ---i '-___Roots Li SkIA �7 OWNER INFORMATION Method of Heating,_ t t .77Z l ------ Property Owners_ ley------------- Phones Mailing Address_..B-------- -------UFS. . --- Ac - 0J, ------------------ zip= CONTRACTOR INFORMATION Contractors ------- Phone s-I _�I Z_7 Mailing - Addresss-_rJ4 Am rie )!�-i-� C -----�--- ------ J Ach so AJ U 1 U _-C-1_u t2 wu&---------- zi : 3 z z o Expiration License Numbers_C?C 444.= 1_ ________ Dates I RERISY CERTIFY TWAT I RAVI *CAD AND CXAMINCD THIS APPLICATION AND KNOW THC SAME TO RE TRUE AND CORMT. ALL PROVISIONER OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE ^ COMPLICD WITH, WNITNIR SPECIFIED RIRCIN OR NOT. TNI GRANTING OF A PERMIT DOES NOT PRESUME TO GIVC AUTHORITY TO VIOLATI OR CANCEL THE ►RGVISIONs OF ANY FEDERAL. STATE OR LOCAL RULES. .+. REGULATIONS. ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE M; .M r PERFORMANCE OF CONSTRUCTION OF THE PROJICT. I UNDERSTAND THAT THC I95UANC[ OF THIS PERMIT I> i• If}'.�,;�„ CONTINGENT UPON TNI ABOVE INFORMATION BCINO TRUC AND CORRCCT AND THAT THC PLANS AND SUPPORTING a�•.• � '� DATA HAVC BEEN OR SHALL BI PROVIDIO AS REQUIRED. Owner Signature ------ ate_� �/ �--- f� ;� t•�'• Contractor Signature___ Date_ �� � X� m A . FLOODPLAIN DEVELOPMENT INFORMATION Type of Developments Flood Zone ---._-_�.._............--MM.._ Required Lowest Floor Elevations_N�_____--,� If building is located within a flood hazard zone, a survey must be made AFTER THE WAS HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certJ91oate of occupancy will be issued until the survey is on Yile with the Building Department. • COMMENTS: • Applicant Acknowledgesents I understand that the Issuance of this permit Is ooatingent upon the above information being correct and that the plans and suppoarting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or wt ordinances affecting the proposed development. Date........_____Applicant•s Signature___-,_,_ ------------------- Department Use Required Lowest Floor Elevation _____________ As Built Lowest Floor Elevation _________________ Survey Filed with Building Department ----______- ,i Building Department Representative ,s t page 3 v SECTION B - (Ali other Applicants) 1 . Property Zoning: 2. Submit the following: SITE PLAN/TREE SURVEY indicating: a) Site topography b) Existing and proposed structures c) Location of all trees w/ DON of six inches or more d) Tree species and sizes e) Trees to be removed should be clearly marked f) Trees to be relocated should be clearly marked g) Location of any proposed replacement trees h) Identify trees of special or unique characteristic i ) Identify trees within 10 feet of construction areas 3 ) Show location and type of tree protective barriers k) Location of utilities, accesses and easements. 1 ) Location of vehicle travel corridors m) Location of commercial sprinkler/irrigation systems n) Landscape maintenance plan (commercial only) o) Staging areas for equipment and material storage SECTION C I agree to comply with the rules and practices established • in Chapter 23, • Article II bf the Code of Ordinances of Atlantic Beach. nor* Signature Date CITY USE ONLY Applicant has complied with all provisions of Chapter 23 and, requirements of the Tree Conservation Board. • Tree Conservation Board Designee Date NOTE: "Tree Protection for, Builders and Developers" is available at City Nall or from the Division of Forestry, 8719 West Beaver Street, Jacksonville, FL. 32220. ( 781-1434) FREE REMOVAL v SECTION A APPLICATION MUST BE RECEIVED BY NOON OF THE WEDNESDAY BEFORE THE MEETING! tlTuCyZ0 8-787 !S Cx 4SiAE iSLvD #k i2or 1 Property Owners 14wrre Address To"hmo 26 Se-L-va LtNALIs;IQC (-fuer kAsT Loci"of Tme Renwval/8lte AIlmsUon SECTION B (To be oompisted by Wpowft Whose Wopeny N sorted rest W Wt Ududes +� Od�q;sndwMdt N Itotpnsertyrownerooctapted� 1.Whd ahattpes ane proposed b avow yeoMNd sile4 2CMo v,zm� 6 7-72c-:e--7- -5 2.What to the p xpoee of#*u piopaed dirWO 3.Spo*Mees proposed br mwd n boma: TREE COUNT SPECIES. SIZE(Doti x HEIOt1T) CONDITION 4.WE#wn trees be rdwded on the am props" Nd , S.If nok Will rrsp Mfwtt Ines be plan W A/o No /'�p0" 40.4,C-"3 C z 6.Specdty proposed repb ment Mese ae folo"use TREE COUNT SPECIES SIZE x IEK#N 7.Attach site plan. (SKIP SECTION C AND COMPLETE SECTION 0) OT PL. A. ht _ NK,3..t .t3..a :... l..l.. ..1.T :.:._.amu. l.. Aft ANTi4. 13E4GAl' X'LA..:._. ... _ ____.__._._. _ .. ._.. ._.__..._.... .. . .__.._..�a R:�PSsa I�lI�cYF ila M,�f...I�.S_�_�; __�____ �_..._.:,'S��►t�_�!.� ko�_:.::_��.�._�:..:;.�. , "All tefek rem in minimu must be barricaded tree. m o15 ft. from the iron "TRU . barricades k of eaci� site must Le in 1alled BEF{JBr, clearing and remain in - w ALL phases of constructiorr,'�p+pc� "rf"* P!N E ISA PIN 9i AD, AP- PWIS bn �o GUAA + 14�ow - ADOIT V i..R RE Oult? EES HE"OVIO - Re4 By a! gppr°�'�d ?*,' 4 ENERGY DATA SHEET FOR JACKSONVILLE, FL. NAME �'r;�- - l�s;/IF� /titlf . 6 1991 DATE JOB ADDRESS GGT �' -� �a �' ��/i EPI �� Z 1. Type insulation in walls R Value 2. Type Insulation in ceilings Batt R Value 30 Loose Fill R Value Sky Lights Sq.Ft. Knee Walls Sq. Ft. Note:No loose fill Insulation will be allowed on sloped ceilings or ceiling areas considered Inaccessible.. 3. Type insulation for wood floors. R Value 4. Concrete slab edge insulation ? R Value 5. Insulation R Value around ducts 5y ICB In conditioned space 6. Type heating system _f} t MD HSPF rIP0 _AFUE 7. Type cooling system ? ce n.,kv_� I SEER , (� 8. Type hot water heater? f, Ef. CHeat Recovery Unit Solar Dedicated Heat Pump 9. Type glass in windows and doors DC DT SC ST 10. Type exterior doors ? � I 11. Are the dimensions of all windows and doors shown? If not , provide this information on a floor plan,elevation or in a schedule. 12.Size of the roof overhang? 13 Ceiling fans in all bedrooms and primary living areas? /fib 14.is a multi-zone A/C system to be used? N6 15.Cross ventilation in main bedrooms and primary living areas? 16. is the building oriented on the plot plan with a compass direction ? L41C if not, draw in on the plot plan. 17 Is there a whole house fan (attic-type fan with CFM Rating of 3X the conditioned floor area)? A 18. Infiltration package # 1 # 2 �� # 3 19. Attic Radiant Barrier? (See 9-E). I certify that the above is the correct data used to calculate the EPI on Vile,Energy orm u tted, will be incorporated in the subject job. AIR ENGINEERS, INC, Signed: I0947 BEACH BLVD. 14 1r ' JACKSONVILLE, FLORIDA 32216 NATER HEATING DASE AS-BUILT NUM OF t MULT TOTAL iTANK VOLUME EF TANK x MULT x CREDIT TOTAI BEORMS i RATIO MULT ------------------------------------------------------------------------------- 3 3803 . 0 11 , 409 . 00 so . 90 1 . 000 3719 . 7 1 . 00 11 , 150 , 00 SUMMARY BASE AS-BUILT COOLING HEATING HOT WATER TOTAL COOLING ry HEATING HOT WATER TOTAL. POINTS + POINTS + POINTS - POINTS POINTS + POINTS + POINTS - PO 1 N T;:3, ----------------------------------------------------------____------------------- 9923 . 4 10316 . 2 11409 . 0 31 , U48 . 57 8814 . 2 12786 . 9 11159 . 0 30 , 760 . 1 , EPI 97 . 19 WINTER CALCULATIONS AS BUILT === === BASE - =============================================================================== GLASS---------------- ( ORlEN AREA x BWPM = POINTS / TYPE SC 0KlEN AREA x WPM x W0F = POINTS _______________________________________________________________________________ N 30 ' 00 7 . 3 219 ' 0 DOL CLR N 24 . 0 7 . 3 1 . 11 194 . 5 | DBL CLR N G . 0 7 . 3 1 . 18 51 � 5 E 91 . 00 -9 ' 2 -837 ' 2 / DSL CLR E 56 ' 0 -9 ' 2 - . GO 307 . 6 ' UBL CLR E 35 . 0 -9 . 2 . 81 -260 . 8 S 8 . 00 -28 ' 4 -170 . 4 | DOL CLR S 5 . 0 -28 ' 4 ' QQ -15O . Q 8 CLR W 1O U 8 2 8 � 1 �4 1 N 48 . �O -8 ' 2 -�41 ' G � DSL ' - . ' - . / 08L CLR N 30 ' 0 -9 . 2 - - 24 bG . 2 _______________________________________________________________________________ ' lS x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS = ADJ GLASS ` GLASS AREA AREA FACTOR POINTS POINTS , yOlNT3 _______________________________________________________________________________ . 15 1 , 520 . 00 175 . 00 1 . 303 -1 , 230 , 20 -1 , 602 . 77 \ 73 ' 89 =============================================================================== NON GLASS------------ \ AAE4 x 8WPM = POINTS TYPE N-VALUE AREA x NPM = POINTS _______________________________________________________________________________ N4LLS---------------- / Ext 1552 , 0 2 ^ 2 3436 , 4 / Ext Wood Frame 11 . 0 1562 - 0 3 . 70 5779 .4 Adj 161 ' 0 3 - 8 379 , 6 | 4dj Wood Frame 11 . 0 161 . 0 3 . 60 679 . 5 / DOORS---------------- i Ext 21 - 0 12 ' 3 268 . 3 / Ext Wood 21 . 0 12 , 30 258 . 3 4dj 19 . 0 11 . 5 218 . 5 \ Ad] Wood 18 . 0 11 ' 50 218 . 5 CEILINGS------------- | UA 1520 . 0 1 . 2 1824 ' 0 Under Attic,: 30 . 0 1591 . 0 1 . 20 1909 . 2 | FLOORS--------------- | Slb 205 ' 0 8 ' 9 1824 ' 5 Slab-on-Grade - O 205 ' 0 18 . 80 3864 ' 0 i INFILTRATION--------- | 1520 ' 0 7 . 4 11248 . 0 | Practice 42 1520 . 0 7 ' 40 11248 . 0 =============================================================================== TOTAL WINTER POINTS � 17 , 786 . 63 / 23 , 920 ' 89 =============================================================================== TOTAL x SYSTEM = HEATING ' TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS | O0NP0N RATIO MULT MULT MULT POINTS _______________________________________________________________________________ 17 , 788 . S3 ' 58 10 , 316 ' l8 \ 23 , 020 . 80 1 ' 00 1 ' 184 . 484 1 . 000 12 , 78U ' 94 =============================================================================== ~ ` ~ SUMMER CALCULATl0NS AS-BUILT === BASE === \ === - === =============================================================================== GLASS---------------- | 0HlEN AREA x BSPM = POINTS | TYPE SC URIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 30 . 00 38 . 3 1148 ' 0 | DBL CLR N 24 ' 0 38 . 3 ' 93 850 . 3 | 08L CLR N 6 . 0 38 . 3 . 88 202 ' O E 91 ' 00 79 ' 7 7252 . 7 } DBL CLR E 56 . 0 79 . 7 . 47 2091 . 1 { DSL CLR E 35 . 0 79 ' 7 , 04 2608 . 2 S 5 . 00 b6 . 2 397 ^ 2 | DBL CLR S 5 . 0 66 ' 2 . 79 313 � 8 W 48 . 00 78 . 7 382S - 6 | 081L CLR N 18 . 0 79 ' 7 ' 94 1341 .4 / UBL CLR N 30 . 0 79 - 7 . 57 1362 . 9 _______________________________________________________________________________ . lS x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS = ADJ CLASS / GLASS AREA AREA FACTOR POINTS POINTS / P0lNTS _______________________________________________________________________________ . 1S 1 , 520 ' 00 175 . 00 1 - 303 12 , 624 . 50 16 , 447 ' 92 ' 8 , 760 . 51 =============================================================================== NON GLASS------------ \ AREA x BSPM = POINTS | TYPE R-VALUE AREA x SPM = POINTS _______________________________________________________________________________ WALLS---------------- { Ext 1582 ' 0 . Q 1405 - 8 | [wt Wood Frame 11 . 0 1562 . 0 1 - 70 2855 . 4 4dj 161 ^ 0 , 7 112 ' 7 | Adj Wood Frame 11 . 0 161 . 8 ^ 70 112 , 7 DOORS---------------' | Ext 21 ' 0 8 - 1 128 ' 1 / Ext Wood 21 . 0 6 ' 10 128 ' 1 Adj 19 ' 0 2 ' 4 4S ' 6 ' Adj Wood 19 - 0 2 ' 40 45 . 8 | CEILINGS------------- / UA 1520 ' 0 . G 912 ' 0 | Under Attic; 30 ' 0 1591 . 0 ^ 60 8S4 . 6 | FLOORS--------------- | Slb 205 - 0 -37 ' 0 -7585 ' 0 | Slab-on-Grade . O 205 . 0 -41 ' 20 -8446 . 0 | INFlLTRATION--------- \ 1620 . 0 8 ' 0 12180 . 0 > Practice #2 152O - 0 8 ' 00 12160 ' 0 =============================================================================== TOTAL SUMMER POINTS i 23 , 627 ' 12 ' 16 , 379 , 8l =============================================================================== TOTAL SYSTEM = COOLING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLlNU SUN PTS MULT POINTS / C0MPON RATIO MULT MULT MULT P0lNTS _______________________________________________________________________________ 23 , B2? ' 12 .42 8 , 023 ' 30 | 16 , 37U ' 91 1 ' 80 1 ' 104 ' 377 1 ' 000 =============================================================================== INFILTRATION REDUCTION PRACTICE COMPLIANCE E C:f'rECKL :IST. x<>� COMPONENTS REQUIREMENTS PRACTICE 2 � Comply with Practice e 41 and the following . Exterior Walls FX Floors T o p plate j JG.`-n.- 4: rce i4?r'1=a' sealed . Infiltration .,i.'ir',r""1e;•, 1n t:a1 ic; d . So.1e plate/floor joint caulked or sealed . Exterior Walls & Penetrations , joints and cracks on interior surface Ceilings cs'11,1 1 r;C'.d, ;::3a 1'c'�d , and CJasE<.f;'l;ed , Duct;WUr'It Ductwork in unconditioned space must be sealed . Fireplaces Equipped with outside combustion a'ir , doors , and f1t_tc, dampers . Exhaust Fans Equipped with dampers . Combustion devices see 903 . 2 f Combustion Appliances Provided with outside combustion a'i r .. r PRESCRIPTIVE MEASURES (Must be met or .. ,:e_eded by all residences ) COMPONENTS SECTION Ci5ON REQU1REMi::fVT WINDOWS 904 . 1 Maximum of 0 .. 34 CA=M per linear foot of operable sash crack , .___.__-__...._~_.___... -..__.-_._......___...-_._.._..._.,..._.____.,_.__.-....._....__.__.__. �;�X�-c:r -� 904 . 1 , r..M wt .. o"i` door' car'eca . Includes s_,� I �_�2 I(J I �:� Nl�:a <'i m u rn ea'i' Q . ;a CFM� ��.r ::?c,:l .• ADJACENT DOORS sliding glass doors , solid c:crew , wood panel , insulated , or glass doors only ,, _._.._.....___.___._..____..._-.._.__-_.-__--_....._..._,_..._....__..___.._ HSA.XTERICR ,JOINTS 904 . 1 To be caulked . Juasketed , weather stripped or other-- & ather.... ~.-.......___...__-_____.__...__._._.._-.__.._..__..-._.._.._.___.__..._..._ _.-_.__.W_.. . W AI l::R HEATERS 904 . 2 illua (_ bear label indicating t:;orl'Ilal ''ica1'1C;£;? w/r!1`,a-"I-i R r^.I:: '.:S t%'a r'S C'a._ uar d 90 or comply with efficiency sand standby loss re- quirements . Switch or clearly marked circuit breaker, (electric ) , or out-off (gas) must be provided . An external or laa'i l t: in haat trap illust be provided . -_-..____._._-_._..__ __.-_--..__....___--_-M._..___ SWIMMING POOLS 904. . 3 Spas and heate=d pools must: have: covers (except solar u SPAS heated) , Non-commercial pools must: have a pump timer . Gas spa & pool heaters must have minimum therma l efficiency of 08 ------- ------------------------------------------------------------------------ 'ickI WATER 904 . 4 Insulation is required only for recirculating system;: PI.IyE`ti in such cases , piping heat loss sita11 be limited to 17 . 5 BrU/M/Linear Ft . of pipe , _-____ _____ _ - . ___ _ _ __ , ~ CWC2 HEADS 30 4 . a Water ija w must a e restricted to no more than J gal-, Ions per rii.,inut:e at 80 i'SIG . .._-_..,......_.._.-.._...___._._.-..__ _..._..._...._____---___._... f1VAC DUCT 903 . 2 Constructed -in accordance with industry standards & CONSTRUCTION 904 . c local mechanical codes .. Ducts 7n unc;ond'it:•iuned space must be insulated to minimum R--4 . 2 & joints must be sealed . ------------------------------------------------------------------------------- HVAC CONTROLS ROL5 904 . `i' Separate readily accessible manual or automatic thermostat: tor each system . __......,-_.___._.._..______._.-_ iNSUL.>=tT'lON 904 . 9 Ceilings minimum R--19 . Common Walls Frame R--I1 or, C`.i;iS R-3 . Frame C.0?(TImon Ceilings & Floors R 1 1 , ln 4000rdance wih Seo . 5-53907F . S . , / Review of t-he plans and specifioat-imns l Hepeby certffy that thf,,) plans and covered by th-is calculation indicates apeoificm�ion� covet-ed by this omluu- | oomplianoe with the Florida Energy |otior) are -(n complianue with tha | Code . Before construction is oomple�e� Fluricia Energy this bu! lding will be Inspected for / oompl -innce in with Section � 0WNER'/A8 / BUILDING 0FFlClAL : ____________________ DATE. �� / U4TE, �_________________________________ - ' 3 , BOB FBFRI7E HOMES, INC . PLAN 1520 SQ . FT. FLORIDA ��NER(ENERGYEF7`FICIENC':Yr CcJ(7 FOR BUILDING COFVaIRUCIIVN c Residential Point:; System Method Version Compliance�iGanc:e: �F>r� aclream Verican 1 .. 0 January , 1901 Department Of Community Affairs Printout generated by EP191 and submitted in lieu of Form 900-A-91 THIS COMPLIANCE FORM IS VALID IF SUBMITTED AFTER JANUARY 1 , 190 -_..-_ ._._._.__... ._.__. PROJECT NAME: S61Lboo iLS/I>C � PERM:>;.ITINO UFF=ICEn AND ADDRESS -, CLIMATE ZONE 1 SUILDER Boa 13XE 726 A101W6-5 IiVC: PERMI,f. NO . OWNE`. 4, JURISDICTION NO. _._._.._.._.....__..__...____..__-.-_...___._..............._.......__........-___.__..__ COMPONENT : DIMENSION , VALUE : RATING VALUE : OFFICIAL CHECKL IS STRUCTURE TYPE : PREDOMINANT tE-VF:: OVERHANG Length 1 . 50 -------- --------- PORCH OVERHANG Length : 12 . 00 -------- --------- WINDOWS _--.._- -...__WINDOW. Double Clear F-catal Area 175 . 00 -------- -------- All Vertical Glass Total Area 175 _ 00 -------- _.-__--_._. WALL''S Ext:: Wood Frame Area - 1562 . 00 F, -Va I 1 1 .. 00 -------- -------- Adj Wood Frame Area -. 1 fa1 . 00 R-Val :: i1 . 00 -------- --------- DOOks CEILINGS FLAT Under Attic Area ; 1591 . 00 R--Val: 30 . 00 -------- --------- F L 0 0 R':3 ___--_w---_,FL00R`:3 Slab-on-Grade Perimeter : 205 . 00 R--Val: - 00 -------- -------- D U C T'S _._,...._.___DUCT' Unconditioned Space Length ALL. R--Val : 5 . 80 -------- -------- COOLING Central A/C SEER :R: 9 . 00 -------- ._...._..__.,___- HEATING He~at. Pump HSPF= - 7 . 00 -------- --------- HOT ___- -.___._HOT WATER --------- INFILTRATION Conditioned Floor s erea : 1520 . 00 f>r,a c t e 2 . 00 ........ ........ AS BUILT POINTS / BASE:: POINTS '` 100 EPI 30 , 760 . 1 1 31 , E:i48 57 97 . 19 GLASS TO FLOOR AREA RATIO . 1 1 51 - P LCA T P L A N S6.LVA. I-I NIL51 t`7_E -- rb. 44 .PeW 29 f 25A _ TLANTIC ISRACA/ ICLA. _. _ _ _ . .�. . FaR: f3ob T�21Tr 1-Io M�.S .(N c.•_ ..__._ :. 'S�6,LE. 1'�'�10.0 N 14.0' 0 r /wa�,cl iz•o• 9,0 �9 O � 0 t` />oacN V � /2.p' q•O' .,j SD R 0 EACH A Q PAS&Po�, C` NG pFF10E � p�NN1NG 4 � P- L O TPL. 4 N _ --. -.. .�_Lv_-�::._. 2�._. .-..S�t_V.n,. �,.I N tC.�..l.f3.� _. .. 1�..�.1_T.:_.:. �"`�►b. l..-_. ._.. _.�...__... .. .. _._.._._._...._....... j S. .44 TdW Zf# 9d - NTIC A&ACAl X'Le. _ ___ __ _`. ____._� :__.:_..�� _.__.:_�:��:-_._�'aR:".f�16:�3i�tT`F 1-IoiH�3...1N��__�:__:«�.�_:�.�_::S�ti►GE--=-!"�[��?'._..�_;.._._.__.__ /4.0' 0 ti 16 y,0► ' F f 19,M it G L A 943' FEL ------------T RU --Yl --o -M S 7AL- ---c5Q6- FAC. P;,erralZ Xal T.- -F-A _.STD.,- -SOFFIT 0--p-Ly t \/A p L- /2"/All T TYP- 1colo C, M - A-S. T 8 TV C- 0 It I N'S U L A Q C, SL48 -T -o L; ---Vfl wi m - V fc-2 SN ,000ll • /� A / 501 1 XYd/�7/Yd7s �if'l u/Q"' �ir11l1rrr 1 � . t e to eeaent for Whine"tab takeld Sts throught't bAtbnl IetNepe, ' Mittodee tedwfore eaetrmtlen kekdgea too combbred Into dots!mope,or Weed Sheathing tbetde. Wood thtahlnt pPomb In tmrddaed Nr b11teadem mere". These teen pacde%bbdad 14 tt,end 13 wprattrt dM deet different !6111111 Witte eppttd I hemee s w611 dweeaMM e ewawler 1111116 Ind 114 �ftltredee raet. Tm Ms�hIrw do prat*$lumber 1ht'd tor the hoot End due knowbl man ngfdrmmto w me bww ftpemea M tlr dnn/ee per hoer. 1114 aewreedea Nelfeigae/mr*td In feeds.ta1120 in emA puetlw ort bbd bdow. t. Nor Anrd Ir M tgeueNtsM elpleey perN elrateledal y e a.elet n«b..1114 bene Ieaweee look thenen M etre!,erlaleoe/pp�ii�t pew adM lnliltnUta Frodke 12 Miteslyereer.r,yieereatwpb.Ie.,Nyaeat,rNpwroNtr6 iraer M M remelts t M MN wM w,nR NIM e M MndL The home most temp�I Mesh 6q sal rIn amener tm Mndar.deer end I. 1114 p^w Mea h►eebl wow rt per d e moot daclwwe baradm 9 SaAwo Wt.and Mede tl brdedes t"btewbf 11+6 0 ewes w N.bd 19#0 tutee pint A.er Ma tr Iw1m rd««1 MMo taquhem11fb. 1 1. teMpeneailfmMrlMadNrhfrMwuowoy feeNdowenlrMdrwlMetl f Meet. 1Mhdt"OwnNrtlwamim wdoftubelpOsomme"mForbearhe. MepmM�rd,.�atdl. ' - OMelwtNeyralbytbade"Matrreeatirbeod UCrApar" Tap"of soy type art t not impleMe for ndhq weed eheeddnl M treed m bullmoeblew.epnipbftlIN wr144#41 m- PA" tirahea f#rd W oMwlee bwI b ow trl'erN ewrw. ta•wetdS 16 . Non-wood 1he11hln' Panels.IedWin tome Mtrd/dea w WAChadrlMeew►ereadbtuMugMihrdwq 1engNf Mrdh 98—fg,a er ode faced toads M 4tr s fwidf.waybe cmtMatd* bedwrdwaeelraea OeeubwreilwN Ndewrdaai opoAa1 NMbrd re b1111ndon Was when tppltd to I from wa11 mnd- re A an atMer Minh and 1ht Me"""fins tagebemenb of ane O.Infiftration Fro dtt 12 t, Mm-rtm.Ipet.ypnwewlMewhlrbt tmlfte— edtfarterrn, taida HI ftgfMtemenb N Medco 14 htedte a1 tegfira do fe11ewbs Ibp be ►j ps e11".WON:r eo N rnaric whei�ine iw�wow""wa*Am � • been M m dem to am atrea Auw nn tr wN ler#IeewppMaerr. I. thepnkXIW. 4Mrppb.a"01WIG n AtppwrnMre a/pane be h"�ree M grebe►tde d/M 1661411 I 114 Power owM"*d it due Mwsim Flowhr�/Nw wd laws,W MI � wh+ab eN relwd�weel Mwo�a drwKe tll Mea M ew.arl b umrrr � 11�Uo�jenA°e'dt e�w to d w it lr�id w ne+nAq Ino MMen W Mdeat reit/ PWAIL ee wd n,mrl d wede/ew W wbM» w r^anmwe Mx.aie ia,wu„�«jnhr «111 bh.nr t� am ypebrOt not tceepteble tal6nb for1tabi;floe-wow/heeddnt 1d } • Aa pne.don,pbe w endo b a +w r.nrs.d srAa6ed"k-ea m�Aer N^S�'p r+n• .. ' weatmratwaeyerw,lertdder toMMb0/oethhMw6yworm sok $force. stem on valor h6me Waft are dl a In batradal bade t do wednr ewt Nos evert.deedel oder rr ewmere IeeAoeNe Sar 1 go r oaweo orol m eee/lltld "a ro11ewbs m"dlden an mea w AIIMnelRheaNOR *ie�es�IteNtpsehaMrwlMMadrKewM 1«666 lofa 1• T pew,ri rbme en1 eah fame w heea:eee�Me»de eerew nos M rekL • . ver M fbgbm IW Ww1 arca Mut M.t O"A--f etlw erbaI hoe ad t Ail kee in M wet wr1 hos eM1 M prime.Ik 6,146 NWW wd Mena N eta d cradleefe- emmes"Weadee, weQtrmdrem ovidfrombrwdNbewathIseldrarrr MemrrewdomIrw w MIA wlwemrolrn,anladenNep*Adkw 6 we TolleMeel wlnb&hrpratwmuowns. otty r aslrrmhe Iarbw wt� t+ir+w dwnwk!ed deem 141 r eon,py wall M!Wit-M We 6L iWA to or M teeelr It I Ma.. i baaw6leMtaaetelrMee�et tearrbandrr tmlrroeeewbrteWa MtewNNwMwwAwaetM/Mm t 4drou"maMiam�e�a ted! ' , • •• hrlw e1r1 w�'wtlt M laiaarl fled the OMa dtRASMM M �• � j � ' '' a .•1 3 rte d1 � i taffy Mlgtwdea itde of rfk*fd#1 WW l K hfit"N Ngitl rid ' w Ae waeodea larbr 6141 N bmdat to M 404 to polo 11 dreeth/A f eh.i e~ ee+kMin4 rbdo.Ai6 ttmrewJletelwrA,,.`r. } .. pAaN.wd.e , r p�wodwa Me.Ie h 101 t;Yra M erlrrt wow I,i M 166114 ,• • • 1a�.ewarM�ali�I�wlbNo*aM�reb�ei��pme McIM etwA11m11pedYa�1 .,r:,,,:'� r M Al heweearMM10aNMMaMMwd�ipae, �, +� ';' i wMd�wMM�wMsAt rMAlbd r�M'�w�N�� '' '` � ` or AMawieedow/wbaMYeyepewhwul.IlarwmM ueb►halMwwi •-- —. �n/tffntten Sdr►fnt fib►AfeA Co"Imil" , �. w trend h raw,M,wd IMttl,wadr,aapted ae1 add Mnf MtMra sidle hI to11 Towb Gt11� IplMfllider rw reMrN6ho a-I seedoameterbb rw and Ienrl wen Who elteetfy a batndon Krelan ter rA wM wNd NMN w.+rden wwraane+enMes.�bew�ip� a rhe.rleero. hinted F�rltrisr b Wdb �Ewkrlw mole!olein Mut N cootrd M1b dkwM sere, a r Mp eplrncebewAbMomrMentopsw.asnyy d�oenbrusbW with m • ia rmhdmem of one teforea pint Null be app relet—Or so"PHM VA ' of m q.M Mewny eNfiend wyrwmvnw tX11 w„d.,d,,,hm.II,N„ewa,w».,wetl,wed Staeeti AN bola b Me outer Mode face 1hel,bt}ieeAed 1114 entre am or atM *41011 W- r M bow owlrna Mn,w A•d,e„d Ihlt int ee6kd with I wafhn►akbnt two layer N et bat a t/1 bre -r we L Ae ermwawm,r atenr6llrf[t e(+It w re tdN en era NrMi. rot eemendebw neece er I/1 Inch Md me»fw pdpmeate When kMfsedem Meda 19 If wed.netem ttroeld be taken N(fart IN we d Interior 111rbtl, 1 maaaleb ted my lad er”predeee Inducer Ik ambm*mm re1. on Olt n enallk or rnnnefefar raHnp v IM11 be bewdW d S on do InfMor Mock Wd Swag beton Ifrrbj ea ooh a erdfww add-as of trot tae dun III Indoor, - "— i and be Wnppd ce"dneeady an go Interlat If do INFILTRATION BARIUM +..•: Cd+*t em dr beMfe�t a"talpa w l y dbeedr Method wd beget, Al Mile"bef len Ind fedanb the be ndbMI 10"1.1114 mebddL AN W+co r'chard ret fa m fffnblfem tamp 1hd be bMaged a a al"Ibelo ,?a M Mlredta Iar10r Ila11 N en b1vlm m*do*tmaa, 111 eadr end 1*01hd be ttdhed at barriervw amtCced,sabetN w 1Nwwbe laded td odrwwbt/tded. bagmen Mule"that ae duo"Pur nterde11 fat.rem4me of I Pam Of In/Ilfnffon Sdnk►t for Lot Wd4 Conttrdcdon ' ebeWd be batd10d b 11emdwm with Chapaa 11 N die IMS MA frmijod The/osewb pwmfenftnhb. Aceerdin//M ASIM11,ek•cemdldoaed bwfdtnp In heard 101 wd two�� boo we gna11fr baatratlem torrlwl farS rukMah Ind eye d a imatw When quotes I.J.-in Iherdd Mn"Perrebrdwl bnapN M the " 11111!6!of#e bwdadae. Ca"Mneew Cree•e lett, A cwrdneemepiM rhd be adhd b Baer ,&.,.AImmireffrw e...r... a— a---"-_-•-- .. with Mererw.Mf.a..__..._.. - �t IT M t Z7-1� t N C, ri �d3 J f4 44 loh` t 12840 BRIT #187 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 5.50 10.71 = BOT CHORD 2X4 SO. PINE #2 19% r) WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 5.50 10.71 c ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. w W Ln t0 N W ID O QI CD 4X4 12 12 6.00 6.00 2X5 (A 1) 2X5 (A 1) i 1X3 2-0-0 5-6-0 5-6-0 11-0-0 OVER 2 SUPPORTS R-656# W- 3.50' R-490# W- 3.50' PLT. TYP.-ALPINE SEAN-- 12840 FURNISH A COPY OF THIS DESIGN TO ERECTION CONT^;,;;pnR REV 15.4.7 SCALE 0.5000 ALPINE ENGINEERED PRooucis. INC. TRUSSES REQUIRE EXTiEME CARE //••\0N Q •� DESIGN CRIT:TPI REF R235--6004E C= [_ [� o p C= **IMPORTANT-X SHAH Noi BE RESPONSIBLE FOR ANY WARNING 211 HANDLING. ERECTION CI .•. e/Q,•'• t� C= p � DEVIATION FPO11 THESE SDECIF ICAT IONS OR ANY DEVIATION FROM BRACING.SEE 'BMT-76•,(BRACING MOOD TRUSSES: �` '���JZ`••• •% TC LL 30.0 PSF DATE 08/27/91 L= C= p [� THIS DESIGN OR ANY FA7LURE i0 BUILD TME iRU55 IN CONFORMANCE COMMENTARY ANO RELOMMENDAT IONS-*TPI(- SEE:LV���y� �y,��f•�� ' C= C� p [— WITH THE •QUALITY STANDARD OSTBB' BY TPI. ALPINE CONNECTORS iH15 DESISN� FDR ADDITIONAL SPECIAL DERMA 1111 TC DL 7.0 PSF DRWG HCUSR235 97239068 [= L= C= p ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS HENT BRACING REWIREMENTS. UNlE55 OTMERNISf ��71"Iy ALPIN OTHERWISE sHDMN. MEETING REQUIREMENTS OF ASTM A446 GRADE A. SHOWN. TOP CHORD SMALL BE LATERALLY BRACED 0 • N� • 4 BC DL 10.0 PSF HC-ENG FSO p E*- CONNEC70FIS TO BOTH FACES AT EACH JOINT AND LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHIHG,� TOT.LD. 47.0 PSF 0/A LEN. 1 1-O-O TRUSS C7 SHOWN. GEARING WIDTHS ARE 4' NOMINAL UNLESS OTHERWISE sHOMN. BOTTOM CHORD WITH RIGID CEILING OR BRACING ,• ',•;!-;` L= y STANDTP.ARDS CONFORM WITH APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. DO NOT USE THIS�tF_eC .,L Q Rte: �4{r•4 DUR.FAC. 1 •3 3 PITCH 6.0 i 2 O C= C= p b O te*-MIDI TPI ,PTTPA/55 PLATE 1NsiiTUTE. 1ll15 NATIONAL DESIGNSSPELIFILA Ia+FORwi�WFIREiNOoo LONSTTREARUCTIONTED BER. _, �J'�f.'R{p•(,NC1.•'�, SPACING 24.0 TYPE COMN-- •111 ULATJ) 12841 BRIT #197 THIS DWG, PREPARED FROM COMPUTER INPUT LOADS -&-DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% - TC X-LOC L-R: 0.29 3.79 6.71 80T CHORD 2X6 SO. PINE #2 19% = WEBS 2x4 SO. PINE 43 19% BC X-LOC L-R: 0.29 3.79 6.71 n C +� Ul ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. THIS GIRDER HAS BEEN DESIGNED TO SUPPORT: N SEE DRWGS, 130 6 16O/l6OA-F FOR TYP. PLATE LOCATION DETAILS. FROM ONE SIDE--Si ' 0' OF SPAN FRAMING TO THE BOT CHORD OPPOSITE SIDE-- 2' 0' OF SPAN FRAMING TO THE TC/BC SPLIT w GIVING A TC LOAD OF 74 PLF AND A BC LOAD OF 225 PLF Lil f0 N N w t0 O V O 2X4 3X4 2 .5X4 (A 1) 3-10-3 5.00/ 2X4 2 . 5X4 2-0-0 7-0-0 OVER 2 SUPPORTS R-11244 W- 3.50" R-9594 W- 3.50' PLT. TYP.-ALPINE SEAN-- 12841 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.5000 7�� -�A ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE ERTRENE CARE t.••"•'•"••.., DESIGN CRIT:TPI REF R235--60047 0ATRUSS o¢vITjOPHOFRRDH,71~EsNET�ECIiIuTloi OR VIATION FFCA �Wli�AC7w,aEE -OWT NG 76-.W.clW.)Hs EiroaiD7ION AMTRL6sEfi G` . •"8•: �•: TC LL 30.Q PSF DATE 08/27/91 THIS DESIGN OR ANY FAILUE 10 BUILD THE TRUSS IH CONFORIUJCE CO•ENTARY AND iECWMD4�770H6-"TFCC. EEE � 1�f iCWITH THE 'DUALITY 67AMUATD BGTBS'BY TPI, ALPINE CU+ECIM THIS DESIGN FOR ADDITIONAL SPECIAL PERHA- %ZV �(y � TC DL 7.0 PSF DRWG HCUSA235 91239070 ARE MANUFACTURED FNDH SO GAUGE 6ALYAN12E0 STEEL UNLESS /ENT BRACING REDUIRD0010- UNLESS OTHERWISE �:U -1%OTNERHISE SNNONC, MEETING NEOUIRENENIS OF AGN "AS SPAM A. S ONNL 70P CHORD SWU BE LATERALLY GRACED' � BC DL 10.0 PSF HC-ENG APPLY CONECIORS TO BOTH FACES AT EACH JOINT AND LOCATE AS WITH PROPERLY .ATTACHED PLYWOOD SHEATHING, TOT,LD. 47,O PSF O/A LEN. 7-0-0 SHOWN. KOCIH$WIDTHS ARE A- NOMINAL UNLESS OTHERWISE GDNN, BUTTON CHORD W17H RIGID CEILING OR GRACINGDESIGN STANDARDS [oWFDRN M2TN .PPLJURLIf gNTV1bIONc .s SPECIFIED a DESIGN. oo NO USE THu; ,�'• (ORIp':CAU,` DUR.FAC. 1 .33 PITCH 6.0/12 NDS ANN WIPI O'cl). DESIGN W17H FIRE NEIATDANT TREATED LU DE L �!N�.�••.1......• ' \+� "--TPI -TRUSS PLATE IHT8T77UTE Hoa-NATIONAL oE87INN aVBC1FICA"TON FOR W..Co""UCTIDN • •rjfR `.•' SPACING SEE ABOVE TYPE MONO-- JOB: 12850 BRITE #187 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 5.48 11.03 17.30 22.56 28.04 BOT CHORD 2X4 SO. PINE #2 19% � WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 2.64 5.31 8.69 11.36 13.85 17. 19 c 28.04 - c ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. SHIM ALL SUPPORTS TO SOLID BEARING. L c u T% v u C u 5X10 4X8 1 6.00 3X7 1X3 2X5 (A 1) 1 6.00 2X5 (A 1) "U V_ ill 4.00 4.00 12 12 5X4 2 .5X4 5X4 5X4 5X4 2. 5X4 1- 14-5-12 11-0-0 6-4-0 r 11-0-0 2-8-0 2-8-0 3-4-0 2-8-0 17-0-0 28-4-0 OVER 3 SUPPORTS R-803# W- 3.50" R-1304# W- 3.50' R-667* W- 3.50' PLT. TYP.-ALPINE SEON-- 12850 FURNISH A COPY OF THIS DESIGN TO ERECTION CON fl:A,A,r.nR REV 15.4.7 SCALE 0.2500 ALPINE ENGINEERED PRODUCTS INC. TRUSSES REOUIREEXTREME CARE toll B • . DESIGN CR I T:TP I REF R235--6005 q a I= � � q **IMPORT ANT**SHALL NOT 8E RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND e _ATRUSS (SPACING •_Cw�a •,....... •. qC= OHI5ADESIGN OR ANY TION FROM SFAILUREItOCBUILD THE ATIONS RTPIJSSANY�IN7ACONFORMANCE COMMENTARY TION FROM EAND RECOMNENDATIONSMMTPII TRUSSES,SEE •�4/•����,"C�• 0��=. TC LL 30.0 PSF DATE O8j27/�1 J qp WITH THE 'DUALITY STANDARD 05788' BY TPI. ALPINE CONNECTORS THIS DESIGN' FOR ADDITIONAL SPECIAL DERMA �: ?3 �: TC DL7•C PSF DRWG HcusR235 9123907 pp ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS NENT BRACING REQUIREMENTS. U LESS OTHERWISE.OTHERWISE SHOWK MEETING REQUIREMENTS OF ASTM A446 GRADE A. SHOWN. TOP CHORD SHALL BE LATERALLY BRACE[: ;� N�Q)• n/ BC OL 10 .0 PSF HC—ENG FSO APPLY CONNECT0R3 TO 80TH FACES AT EACH JOINT AND LOCATE AS N1TH RiOPEIILY ATTACHED PLYNOOD SHEATHING.: �i i"�/"' TOT.LO. 47.0 PSF O/A LEN. 28-4-0 SHDWN. BEARING WIDTHS ARE 4• NOMINAL UNLESS OTHERWISE SHDWN. BOTTOM CHORD WITH RIGID CEILING OR BRACING qq_ DESIGN STANDARDS CONFORM W1 TN APPLICABLE PROVISIONS of AS SPECIFIED ON DESIGN. DD NOT USE THIS •0��• Q RtO'.•,A•��_� OUR.FAC. 1 .3 q q CJ O C1 C� ■IDS AND *TPI 'PTRUSS PLATE INSTITUTE, Na5- NATIONAL DESIGN SSPECIFICATIONN FD IGN WIT"FIRE RETARDANT CONSTARUCTION BER. ��Cf`�J',yea)•iNU`��,` SPACING 24.0" TYPE SPEC-- JuIU�S `JOB:' 12851 BRITE #187 THIS DWG PREPAR D FROM COMPUTER INPUT LOADS & DIMENSIONS) SU MITT D BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 1975 , �---- -TC-X-LOC- L-R: 0.29 - 5.48 8.52 13.03- 13.71___ _-.- BOT CHORD 2X4 SO. PINE #2 19% 0 _WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 2.64 5.31 8.69 11.36 13.71 n C ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. 7W3 SEE DRWGS. 130 E 160/160A-F FOR TYP. PLATE LOCATION DETAILS. W END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. W t� N N W W 0 V m 1X3 5X4 2 . 5X4 3X7 1 6.00 - 6-10-3 2X5 (A 1) Q4.00 4.00 12 //1, 61 5X4 12 5X4 5X8 i2 5X4 tf 7 2 .5X4 2-0-0 13-0-0 1-0 0 2-8-0 2-8-0 3-4-0 2-8-0 2-8-0 14-0-0 OVER 2 SUPPORTS Is R-797# W- 3.50" R-631# W- 3.50' PLT. TYP.-ALPINE SEON-- 12851 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.3750 r� >a a N= � X*IMPORTANT**9ULL 00 BE AFPMI FOR INC. wusws my WARNING it, K&(yLL,pa ERECTION AND •�""M•M"'"'•., DESIGN CRIT:TPI REF R235--60057 pr �,E— DEVIATION FROM TNESE SPECIFICATIONS OR AMr DEVIATION i 8RACINGAR •BMT-76•.antoNs MODO TRUFlE6 'C�tB. 9 TC LL 30.0 PSF DATE 06/27/91 00 C= ?HIE DESIGN ON AMI FAILUE 70 WILD TME TRNSS IN CDWCFbwm GO•ENNARY Aro MECOI•EMOATIOW-OTPI). EEE . N ��{fi`''• 0,OO O WITH TME 'OALITY STANDARD DOW' BY TVI, ALPINE CO•ECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PfAm- 4 Q� 4.11%� TC DL7.O PSF ORWG HCU5R235 91239078 r,= p C= AME RAMFACTWED FRO( " SAUMRE SALVANIIED STEEL%RLM MOR BRACING MEDVIFMENTS. MAi.ESS DTNEms[.(�:G,OTHERMISE SHOM, MEETING REWIPIEMENIS OF ASTM AAAG GRADE A. SHOWN, TOP CHXV SMALL BE LATERALLY BRACQ; • I BC DL 10.0 PSFAPPLY COWCC70M TD BOTH FACES AT EACH JOINT ARD LOCATE AS WITH PROPERLY ATTApEO PLYWOOD SNEATHIMNB.; • • TOT,LD. 47.O PSF 0/A LEN. 14-0-0 6WNM. SEAR]NS WIOTW AE A• NOMINAL UNLESS OTHERAISE SHOW BOTTOM CHORD WITH NISIO CEILING OR GRACING:DESISN cT.MOARoc wHFowM WITH APPLICABLE PROV757DNS a AS svEtlFlm a OE616N, pDWTUSE TRIS : O'.�•C�:'- OUR,FAC. 1 .33 t� a � C= o � aM0 ATFI (�Rlss PLATE IWlITMnE NOR-NATIONAL DESIGN SPECIFICATION FOA WOOD COMB ATAMIC7IOW R '�FC�'�ffR[p,4N�'`�`'�, SPACING 2A.0' TYPE SPEC-- JOB: 12852 BRITE #187 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 7.12 13.71 = BOT CHORD 2X4SO. PINE #2 19% WEBS 2X4 SD. PINE #3 19% BC X-LOC L-R: 0.29 7. 12 13.71 � Tn ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. m SEE DRWGS. 130 & i60/i6OA-F FOR TYP. PLATE LOCATION DETAILS. To w Ln to N w UJ O Co O 1X3 2 .5X4 2X5 (A 1) i2 7-4-3 6.00 22 J 1X3 2. 5X4 -0- 14-0-0 OVER 2 SUPPORTS R-797# W- 3.50" R-631# W- 3.50" PLT. TYP.-ALPINE SEON-- 12852 FURNISH A COPY OF THIS DESIGN TO ERECTION CONT.- REV 15.4.7 SCALE 0.2500 p p p C= p p I ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE G'(UN B p''. DESIGN CRIT:TPI REF 8235--60058 _ _ **IMPORTANT**MPORT ANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND (7 D TRUSSES' - C=3 p p p DEVIATION DESIGNFROM Ofi ANYSfAILURESPECIFICATIONS BUILD THE TRUSSDINIATION CONFORMANRCE LOAM�NTARYEAPOWREC0141ENDATIONSNMTP11 SEE '4/�`�r� C�•�O�•� TC LL 30.0 PSF DATE O8�27/91 =.Uu•'.3 �F`:_�; TC OL 7.0 PSF DRWG HCUSR235 91239080 [� p p Q NITM THE 'QUALITY STANDARD 05766' BY TPI. ALPINE CONNECTORS THIS OESI6N� FOR ADDITIONAL SPECIAL PERHA-;. M� ��� • . p p p p ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS NEWT BRACING REQUIREMENTS. UNLESS OTHERWISE' C=3 AL P I N p OTHERWISE SHOWN, MEETING REQUIREMENTS OF ASTM A446 GRADE A. SHOWµ TOP CHORD SHALL BE LATERALLY BRACEI• • BC DL 10.0 PSF HC-ENG FS D p p APPLY CONNECTORS TD BOTH FACES AT EACH JOINT AND LOCATE AS MITM PR�ERLY ATTACHED PLYWOOD SHEA7HING,: •, : TOT.LD. 47.0 PSF 0/A LEN. 14-0-0 SHOWN. BEARING WIDTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRACING- TRUSS #�;:. �oR�or: ;: _ DESIGN STANDARDS CONFORM NI TH APPLICABLE PROVISIONS OF AS SPECIFIED IED ON DESIGN. DO NOT USE TH15 C� C� Q U= C3 I= ■tips ANDTPI iPTRj. DESIGN WITH FIRE RUSS PLATE INSTITUTE. NDS - NATIONAL DESIGN SPECIFICATION FOR NOON CONSTARUCTION TED iH:R C,�lf(tfO•tK � ;• OUR.FAC. 1 .33 T I T H 6.0/12 �k�,�� SPACING 24.0" TYPE MONO-- JOB: 12854 BRITE #187 THIS DWG. PREPARED FROMCOMPUTER- INPUT (LOADS-& IMENSI NS SUBMITTED BY TRUSS MFR. TOP CHORD 2X6 SO. PINE #1 DEN 19%, EXCEPT AS SHOWN -- --TC X-LOC L-R: 0.29 3.94 5.87 12.75 18.50 24.25 30.13 BOT CHORD 2X6 SO. PINE #1 KD 15% 33.06 36.71 = WEBS 2X4 SO. PINE #3 19%, EXCEPT AS SHOWN BC X-LOC L-R: 0.29 7. 15 12.75 18.50 24.25 29.65 36.71 C N : Ti-2X4 SO. PINE #2 DKD 15% : : W1-2X4 SO. PINE #2 19% BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER 1) BRIG LOC 1 00-00-00: 1 BLOCK 12" LONG - 7 16d NAILS/BLOCK N ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. BRG LOC 2 37-00-00: 1 BLOCK 12" LONG - 7 16d NAILS/BLOCK W SEE DRWGS. 130 & 160/15OA-F FOR TYP. PLATE LOCATION DETAILS. Ull ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN CAMBER 1/2" AT MIDSPAN BETWEEN BEARINGS. LD N PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY THIS #1 HIP DESIGNED TO SUPPORT 7' 0" JACKS WITH NO WEBS. 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. O co 6X10 3X5 7X6 3X5 6X10 4X8 (C 1) 1 . 5X4 4X8 (C 1) 1 . 5X4 7, 12 Ni 6.00 1 6.00 TJ 6X4 5X7 3X8 5X7 6X4 3X4 (C 1) *SIB-5X9 3X4 (Cl) OR HS412 2-0-0 7-0-0 23-0-0 7-0-0 2-0-0 37-0-0 OVER 2 SUPPORTS R-37850 W- 3.50' R-3785# W- 3.50" PLT. TYP.-ALPINE SEON-- 12854 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.1875 ALPINE EN63HEEMEO PRODUCTS, INC. TRUSSES REDUIRE EUTREME CARE • ...... DESIGN CRIT:TPI REF 8235--60059 _ C= O 0 0 r 7 E= **IMPORT ANT**%LU TD7 eE RE6PDWIBLE FOR ANY WARNING*IN HAHOLING. ERECTION Aro .r•`-`ON g. 'e�•. O Edi C= [= DEVIATION FROM THESE BPECIFICAIJOHS OR ANY DEVIATION FROM Bw mi.sm 'BMT-76'.URACING NDOO TWb6E& �V /QO��, T C L L 30.0 PSF DATE 06/27/91 C= C= Ca L= THIS DESIGN OR ANT FAILURE 10 BUILD THE TRUSS IM CONFORMANCE COMMENTARY AND RECowm&TI0N6--TPII. SEE ;�w� •:`%f t ''' - C= O O C= WITH THE 'DUALITY STANDARD WIN'BY TVI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERNA-;'*`c;'�Qti 'fl': Z TC DL 7.0 PSF DRWG HCUSA235 9f23908J [_ [_ p C= ARE MANUFACTURE iMT0/1 20 SAM GALVANIZED STEEL lNL NEW BRACING REM13REMENTS. UNLESS OTIERMIG>;4:V � • = BC DL 10-0 PSF HC-ENG o ALP I N O OTHERWISE SHOW MEETING REOUMENENTS OF ASTM AAAS GRADE A. SHDR►c 70P CHOW SHALL BE LATERALLY BRACE: : �y•��(' 47.0 r-� G APPLY CONNECTORS 10 WIN FACES AT EACH JOINT AND LM AS WITH PNOPEFA.Y,ATIAO,ISO PLWOW GNEATHINGG • w • � TOT.LD. 47.0 PSF 0/A LEN. 37--0-0 W� TRUSS o SHDWH BEARING WIDTHS ARE A'NOMINAL UNLESS OTHERWISE SHOW. IDTTOM CHM WITH RIGID CEILING OR BRACTMM MGM STANDARDS CONFORM WITM APPLICABLE PRDYISIONS, OF AS SPECIFIED ON DESIGN. DO NOT USE TNI\= DUR.FAC. 1 .33 P ITCH 6.0/12 +NDS AND N7PI (PCT). I PATENT NOS. N,6AG,636 AFD 4,620.633 DESIGN WITH FIRE RETARDANT TREATED LUeER. 'PjP•'•..(OR1�•:',�4.: 1� O tm r= C= O "--TF1-TR"PLATE TNBTIIUTE NOS-NATIONAL DESION SPECIFICATION FOR WOOD CWSTRUCTION CJ' ••• 0\•' SETBACK 7' 00 TYPE H I PWj-- �ERf t , JOB: 12855 BRITE #187 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 KO 15% TC X—LOC L—R: 0.29 4.77 9.03 15.33 21.67 27.97 32.23 x BOT CHORD 2X4 SO. PINE #2 19% 36.71 WEBS 2X4 SO. PINE #3 19% BC X—LOC L—R: 0.29 9. 15 15.33 21.67 27.85 36.71 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. m SEE ORWGS. 130 6 16O/l6OA—F FOR TYP. PLATE LOCATION DETAILS. w w cn c� N Lu to O CD d 5X9 2 .5X4 1 . 5X4 5X9 2X8 (A 1) 1 .< 1 _5X4 2X8 (A 1) 12 s 6.00 6.00 t 2 .5X4 5X6 5X8 2. 5X4 2-0-0 9-0-0-119-0-0 9-0-0 2-0-0 37-0-0 OVER 2 SUPPORTS R-1878# W- 3.50' R-1878# Wo 3.50" PLT. TYP.—ALPINE SEON-- 12855 FURNISH A COPY OF THIS DESIGN TO ERECTION CDN ^„,Z2A REV 15.4.7 SCALE = 0.1875 _AALPIN **IMPORTANT** SHALLENOTGBE RE PONSSIM FOR IANYWARNING IN HANDLIES NG? ERECTRE TIION ME CAND �ON B '• DESIGN CRIT:TPI REF R235--60060 p L= [� C= q C�C7 TNISATION DESIGNROM OR ANYSFAILUi8=IT0 BU7IlDTlf TRU55OR AM DINIATION FROM CONFORIIANCE COANNENTARYEANONT-76'.(GRACING RECWPIENDRTIONSMwTP11SES'5EE .� •��,�'C • O�•� TC LL 30.0 PSF DATE 08/27/91'.q WITH THE 'QUALITY STANDARD 05788' BY SPI. ALPINE CONNECTORS THIS OESI$N FOR ADDITIONAL SPECIAL PERMA-: e^ TC DL 7•0 PSF DRWG HCUSR235 9!239084 ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS PENT BRACING REQUIREMENTS. UNLESS OTHERWISF.- ' NQ 3Wq OTHERWISE SHOWN, MEETING REQUIREMENTS OF ASIW A4A6 GRADE A. SHOWN, TOP CHORD SHALL BE LATERALLY BRACEI' ♦ � BC DL 10.0 PSF HC—ENG FSD APPLY CONNEC70R9 TO BOTH FACES Ai EACH.]DINT AND LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHING.� - TOT.LD. 47.0 PSF 0/A LEN. 37-0-0 SHgNW. BEARING 14IDTHS ARE A' POMINAL UNLESS 07HERWISE SHOWN. BOTTOM CHORD MITH RIGID CEILING OR BRACINGDESIGN STANpAR05 LONFORW WIiH APPLICABLE PROVISIONS of AS SPED IFIED ON DESIGN. DO N07 USE THIS' omo!�'w'�::q O ANDS A� -TPI (PCT) PLATE INSTITUTE. NOS-NATIONAL DESIGNNS`SPEC-IT- ICA71ONN FOR WOOD CONSTRUCTION R. �,,c�D.iN . DUR.FA G 1 .33 PITCH 6- 12 SPACING 24.0” TYPE HIPS-- Ulu JOB: 12856 BRITE #187 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 5.77 11.03 16.00 21.00 25.97 31 .23 = BOT CHORD 2X4 SO. PINE #2 19% 36.71 WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 11. 15 16.00 21.00 25.85 36.71 c ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED, n SEE ORWGS. 130 & 160/160A-F FOR TYP. PLATE LOCATION DETAILS. ^I w Ln U3 N w to O m w 5X9 2, 5X4 1 . 5X4 5X9 2X8 (A1) 1 .5X4 1 .5X4 2X8 (A 1) 6.00 6.00 lit I 2 .5X4 5X6 5X8 2 .5X4 2-0-0 11-0-0 15-0-0 11-0-0 2-0-0 37-0-0 OVER 2 SUPPORTS R-1878# W- 3.50" R-1878# W- 3.50" PLT. TYP.-ALPINE SEON-- 12856 FURNISH A COPY OF THIS DESIGN TO ERECTION CON-;:,;,Z2R REV 15.4,7 SCALE 0. 1875 ALPINE ENGINEEREO PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAPE �G`Q B. g••,. DESIGN CRIT:TPI REF 8235--60061 0 0 0 0 o a **IMPORTANT**SHAH NOT 8E RESPONSIBLE FOR ANT WARNING IN HANDLING, ERECTION AND �aV ......... /Q/•�;• C= d p C� THISADESIGNTION ROR ANY FAIOM THESE LURETO BUILD THE TRUSSFICATIONS OR ANY DINICONFORMANCE COATION FROM AMRENTART ANDWRECDMMENOATIONS-*TPIIl-75%jBAACIMG WOOD .SEE:'IAAF•• �,f 1C�1 OI ' TC LL 30.0 PSF DATE 08/27/91 C=:) E� p d WITH THE 'QUALITY STANDARD OST88' BY TPI. ALPINE CONNECTORS THIS DESIGN FDR ADDITIONAL SPECIAL PERMA �;.CJi4�3 t^:� TC DL 7.0 PSF DRWG HCUSA235 91239083 C d p d ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS NENT BRACING REOUIREMEN7S. UNLESS DTHERWISF: p /1 LPI N p OTHERWISE SHDNN. MEETING REQUIREMENTS OF ASTM 4445 GRADE A. SHOWN, TOP CHORD SHALL BE LATERALLY BRACEI' • ^O t BC OL 10.0 PSF HC-ENG FSO C= hl IV d APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHING. � •• TOT.LO. 4 7.0 PSF 0/A LEN. 3 7—0-0 p d SHDWN. BEARING WIDTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRACING ,�•� ',,.; p TRUSS p DESIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS of AS SPECIFIED ON DESIGN. pp NOT USE THIS I(, e°�, •,�Q R,Oa� ��:A DUR.FAC. 1 .33 PITCH 6.0 1 2 p d 3 d L7 ■Nos Aw-�TPi 'PT TW 155 PLATE INSTITUTE, NOS NATIONAL DESIGN 9PECIFICA ION FOR MOOD LgbTIGN WITH FIRE RETARDANT AiIULT]0„TED BER ♦4_ D'E�G� SPACING 24,0- TYPE HIPS-- C= • WIAW JOB: 12857 BRITE #187 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 KO 15% TC X—LOC L—R: 0.29 3.87 7.03 10.67 14.33 17.97 21 . 17 = BOT CHORD 2X4 SO. PINE #2 19% 24.04 WEBS 2X4 SO. PINE #3 19% BC X—LOC L—R: 0.29 7. 15 12. 17 17.85 24.04 RT. BLOCK 2X4 SO. PINE #2 KO 15% : BLOCK LENGTH - 1 .603' Ln PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. m ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. ^I SEE ORWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. w to N w ID O m TJ 4X4 4X5 3X8 4X4 2X7 (A 1) 1X3 1X3 6X6 (F3) 6.00 2.50 6.00 <�2.50 X12 MO 12 3X 10 -L0-8-3 12 T 3X6 7-0-0 11-0-0 6-4-0 12-2-0712-2-0 24-4-0 OVER 2 SUPPORTS R-11160 W- 3.50' R-1116# W- 3.50' PLT. TYP.-ALPINE SEON-- 12857 FURNISH A COPY OF THIS DESIGN TO ERECTION CONS-.. n REV 15.4.7 SCALE 0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE JON•Q, �`• DESIGN CA I T:T P I REF R235--60062 p C= G7 p p C= **IMPORT ANT**SHALL N07 BE RESPONSIBLE FOR ANY WA RN I NG IN HANDLING. ERECTION AND V ES- cn C�AALPIN C= THIS ADESIGN TION RpR ANY OM SFAILURE I7pCBUILDTHE TRUSS OR ANY IN)CONFORMANCE COMMENTARY ATION FROM EAND WRECOMMENDA170N5 MwTPIISSEE:•�AA�\t�A 1f j�� �O�•� TC LL 30.0 PSF DATE 08/27/91 C=:3C= WITH THE 'QUALITY STANDARD 05788' BY TPI. AIPIHE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERNA-; :.Cl�i?i le^ .�= TC OL 7.0 PSF ORWG HCUSR235 91239082 pARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS NEWT BRACING REQUIREMENTS. UNLESS OTHERNISl7pO OTHERWISE SHOWN. MEETING REQUIREMENTS OF ASTM A446 GRADE A. SHOWN• TOP CHORD SHALL BE LATERALLY BRACEI' • NO � BC DL 10.0 PSF HC-ENG FSO APPLY CONNEC70RS TO BOTH FACES AT EACH JOINT AND LDCA7E AS WITH PROPERLY ATTACHED PLYWOOD SIEATHING.� TOT.LD. 47.0 PSF 0/A LEN. 24-4-0 Q DESIG BEARING WIDTHS ARE 4' NOMINAL ULESS OTHERWISE sHpNN. BO77OW cN1DRo MITN RIGTD CEILING OR BRACINGi 'pES/GNSANpA IPC CONFORM W1 TH APPLICABLE DROYISONS OF AS SPECIFIED ON DESIGN. DO NOi USE THIS` f,/ , ORI��`�{{Ir��1 DUR.FAC. 1 .33 Q ■HDD AND ATP) (DCT). DESIGN WITH FIRE RETARDANT TREATED LUNGER. '4�,• N--TPI - TRUSS PLATE INSTITUTE, NOS -NATIONAL DESIGN SPECIFICATION FOR MOW CONSTRUCTION • jFRfp•(,Nt'��� SPACING 24.0` TYPE SPEC-- `V+II u7u>•�T� JOB: 12858 BRITE #187 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 4.87 9.03 12. 17 15.97 20. 17 24.04 = BOT CHORD 2X4 SO. PINE #2 19% 0 WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 9. 15 12. 17 15.85 24.04 c RT. BLOCK 2X4 SO. PINE #1 KD 15% BLOCK LENGTH - 1.603' In a ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. 'v SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. Lnto IU W ID O m 0 4X8 1X3 4X8 1X3 12 6.00 1X3 7X6 (F4) 2X7 (A 1) 5X 6.00 X2.50 2 .5X4 2 .5X4 2.50 10-8-3 12 12 3X6 9-0-0-1-7-0-0 12-2-0 12-2-0 24-4-0 OVER 2 SUPPORTS R-1116# W- 3.50' R-1116# W- 3.50' PLT. TYP.-ALPINE SEON-- 12858 FURNISH A COPY OF THIS DESIGN TO ERECTION CONT,.:.-..-,.2R REV 15.4.7 SCALE 0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE Y'.�O •QQDESIGN CR I T'TP I REF R235--60063 0 0 0 0 0 0 **IMP ORT A N T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND V ......... vIp•'; OATRUUSS o DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM BRACING.SEE 'BMT-76', (BRACING WOOD TRUSSES- c::3 RUSSES: •y lF JC'•• f7 • TC LL 30.0 PSF DATE 08/27/91 C= THIS DESIGN OR ANY FAILURE 70 BUILD THE TRUSS IN CONFORMANCE COMMENTARY ANO RECOMMENDATIONS-WTPI). SEE �C= KITH TME 'DUALITY STANDARD OSTBB' BY TP3. ALPINE CONNECioRS THIS DESI6N 'FOR ADDITIONAL SPECIAL DERMA- TC DL 7.0 PSF DRWG HCUSR235 91239085 OTHERWISE SNOARE NK OMEERTI�1Xi i 0U1REMENiS OF ASTM AA46 20 GAUGE GALVANIZED EGRAOEEAS SDNN,NT RATOPGLHEOROISHALITS.BE LATERALESS LY BRACED'ISE NO 34 794 BC+ OL 10•0 PSF HC-ENG FSD[= APPLYCONIECTORSTOBOTH FACES AT EACH JOINT AND LOCATE A$ W17H PROPEgLY ATTACHED PLYNOOD SHEATHING, TOT.LO. 47. 0 PSF 0/A LEN. 24-4-0 O SHOMN. BEAg1NG WIOTHS ARE 4' NOMIIML UNLESS 07MERNISE SHONN. BOTOM CMXIRD WITH RIGID CEILING OR BRACING_ DESIGN STANDARDS COIFORM WITH APPLICABLE PROVIS 10N5 OF AS SPECIFIED ON DESIGN. DO NOT USE TH15 f •,�O Rt0 C= C� t� C= r= ANDS AND_AtPI TPi +P7TRU55 PLATE INSTITUTE. Nn5 NATIONAL DESIGN 6PELIFICA iONIGN W17H �FDA 7WOOD LOMSTARDANT ATXICT «IEO BER �,C ERED•CKr'`� OUR.FAC. 1 .33 - �' ulTw►.upt SPACING 24.0' TYPE SPEC-- JOB: 12859 BRITE #187 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 5.87 11.03 13.97 19. 17 24.04 z 80T CHORD 2X4 SO. PINE #2 19% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 5.87 12. 17 19. 17 24.04 RT. BLOCK 2X4 SO. PINE #1 KD 15% : BLOCK LENGTH . 1.603' uCi m ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED, ru SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. w to N w to 0 CO rn 5X4 4X4 1X3 1 6.00 1X3 7X6 (F4) 2X7 (Al) 5X 6.00 .50 12�- 1 - 2.50 3X5 2 . 5X4 0-8-3 12 T 3X6 11-0-0j_3-0-0 10-4-0 12-2-0- 1 -12-2-0 24-4-0 OVER 2 SUPPORTS R-1116# W- 3.50' R-1116# W- 3.50' PLT. TYP.-ALPINE SEON-- 12859 FURNISH A COPY OF THIS DESIGN TO ERECTION REV 15.4.7 SCALE = 0.2500 LPIN0 0 o Q - - **IMPORTANT** SHALLENOTGINEERED BEE RESPONS IBLE FOR INC.S. WARNING IN�HANDLING. ERECTTIION ME AOI/D£ : N 8• 6,Q'•,D TRUSSES: , DESIGN CRIT:TPI AEF 8235--60054 OA- TRUUS d THISATION DESIGNFROM OR ANYTHESE FAILUREITOCBUILLD THE TRUSSOR ANY�INIATION FROM CONFCRMANCE COMMIENTARYEAND PECONKNDATIONSMM(TPI). SEE ' J.. �11F�C��O�' TC LL 30.0 PSF DATE 08/27/91 C= O MITH THE *DUALITY STANDARD DST88• BY TPI. ALPINE CDNNEC7DRS THIS DESIGN ,FOR ADDITIONAL SPECIAL PERM-.-�;.��.i P`:� TC DL 7.0 PSF ORWG HCUSR235 91239086 C= O ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS NEWT BRACING REQUIREMENTS. UNLESS OTHEPNISET • [= OTHERWISE SHOWN. MEETING REQUIREMENTS OF ASTM ARAB GRADE A. SHOWN, TOP CHORD SHALL BE LATERALLY BRACEC• N� ` : BC+ DL 10 .0 PSF HC-ENG FSD C= = APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE ASWITM PROPERLY ATTACHED PLYWOOD SHEATHING, TOT.LD. 47.O PSF0/A LEN. 24-4-0 RHOS G= QSHOMN. BEARING MIDTMS APE A' NOMINAL UNLESS OTHERWISE SHOWN. 80TTOM CNgRO WITH RIGID CEILING OR BRACING i '. ', ;Q DESIGN STANOANDS CONFORM WITH APPLICABLE PROV75IONs OF AS SPECIFIED ON DESIGN. Do NOT USE THIS ORI ��,��,: DUR.FAC. 1 .33 LUMSE 0 0 o c3 o o AND*TPI 'PiTRv55 PLATE INSTITUTE. IDS -IL1710NAL DESIGN SPEC7FICATTON FORIGN WITH FIRE 0000c01at'—ARDANT Im ON R. �t,�f9FD(N�'��`'��` SPACING 24.0" TYPE SPEC-- - "`��lLuu►�� , JOB: 12863 BRITE #187 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 4.58 8.74 11.87 15.67 19.87 23.75 = BOT CHORD 2X4 SO. PINE #2 19% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 4.58 11.87 19.87 23.75 RT. BLOCK 2X4 SO. PINE #1 KO 15% : BLOCK LENGTH - 1 .587' - En m ALL PLATES ARE CENTERED ON .JOINT UNLESS OTHERWISE INDICATED. ^I SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. w cn to tU w to 0 m m 1X3 4X4 1X3 4X4 1X3 12 12 6.00 6.00 3X5 (F2) 5X 7X6 (F4) 12© 12 v 0-5-15- ��2 . 5X4 2.50 2.50 2_ 5X4 0-8-3 3X6 8-8-8_17-0-0 11-10-8 12-2-0 24-0-8 OVER 2 SUPPORTS R-1103* W- 3.50` R-11031( W- 3.50' PLT. TYP.-ALPINE SEON-- 12863 FURNISH A COPY OF THIS DESIGN TO ERECTION CONT;,:.�ZAZ2A REV 15.4.7 SCALE = 0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES IEOUIRE ExTREME CAPE ee''`y,71N B '� DESIGN CRIT:TPI AEF R235-60067 p p Q p Q p_ **IMPORTANT)( SHALL NOT BE RESPONSIBLE FOR ANY WARN I NG 7N HANDLING, ERECTION ANDeiQ,•'• C= p D TRUSSES: C= p THISATION DESIGNROR ANYSFAILURE7TOCBUILD�THE TRUSSOR ANY DINICONFORMANCE COMMENTARYVIATION FROM E 'BW7-76'. (BRACING AND RELDM.ENDAT70 MMTPI). SEE ,•�� •Q`1y{�C,'••.�i� TC LL 30.0 PSF DATE 08/27/91 O p p p WITH THE 'WAIITY STANDARD OSTBB' BY iPl. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMA- 4=.Cuai moi^=.� TC OL 7 .0 PSF DRWG HCUSR235 41239088 L=nARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS HENT BRACING REQUIREMENTS, UNLESS OTHERWISE C= p A L P I N p p OTHERWISE SHOWN. MEETING REOUIiEIENTS OF AS7M A446 GRADE A. SHOWIL TOP CHORD SHALL BE LATERALLY BRACED •! (NY ow / : ' = BC OL 10.0 PSF HC-ENG F S D O p APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHING, • �C�FA.1 TOT.LO. 47.0 PSF 0/A LEN. 24-0-8 SHOWN. BEARING WIDTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRACING _ TRUSS _ DESIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN, DO N01 U.S. THIS (r • Qt. O YHDS AIJO_xTPI TPI 'PT TDESIGN W17H FIRE AElA$lDJkNl i1U55 PLATE INSTITUTE. NDS NATIONAL OEGI SPE.iF TLA 1012 FOR WOOD La1sTARuc71ON R �,C/�t,�,jERfD•t , DUR.FA G 1 .33 TYPE - TED _ R 1 SPACING 24.0" SPEC-- t JOB: 12861 BRITE f187 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC,X-LOC L-R: 0.29 6.33 12.21 18. 12 23.75 = BOT CHORD 2X4 SO. PINE #2 19% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 6.33 11.87 18. 12 23.75 c RT. BLOCK 2X4 SO. PINE #1 KO 15% BLOCK LENGTH - 1.587' In ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. 1V SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. to N W ID O m (D 4X4 2 .5X4 2 2 .5X4 6.00 6.00 3X5 (F2) _ 2 2.50 7X6 (F4) _ 1X3 i2 6X7 -t- 0-5-15-L2.50 - 0-8-3 12 T1X3 3X6 12-2-e 11-10-0 i1-10-8 1 12-2-0 24-0-8 OVER 2 SUPPORTS Ra1103# W- 3.50' R-1103# W- 3.50" PLT. TYP.-ALPINE SEON-- 12861 FURNISH A COPY OF THIS DESIGN TO ERECTION REV 15.4.7 SCALE = 0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE ff••��jQ N B DESIGN C R I T:TP I REF R235--60065 d d O O C= O * IMPORTANT*)( SHALL NOT BE RESPONSIBLE FOR ANr WARNING IN HANDLING. ERECTION AND 'fav e ,• 0ATRUSS p DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FRO$ BPACING.SEE 'BMT-76'•(BRACING WOOD TRUSSES: L` ��•(If I{; OL= TC LL 30 .0 PSF DATE 08/27/91 C= THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY ANO RECDMMENDATIONS-+TPI). SEE • •`� --tx% .p WITH THE •DUALITY STANDARD OSTBB' BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMA �.CM2'3✓�'j� g •.� TC OL 7.O PSF DRWG HCUSR235 91239089 pOTNERWLAPE SEFSNOWN,EDMEET�[NG REOUtREM 20 MENTSAOF�ASTND A446EEGRA0EEA5 SHOMN, TOP CHORONENT BRACING ISHALLTS.BE LATERALESS LYSPACEI�THERWISe! • NQ � = BC DL 10.0 PSF HC-ENG FSD p APPLY CarNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS NITH PROPERLY ATTACHED PLYWOOD SHEATHING,00 TOT.LD. 47 .0 PSF O/A LEN• 24-0-8 SHOWN. BEARING MIDTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRAC LNGp DESIGN STANDAPOS CONFORM MIT" APPLICABLE PROV[SIONS OF AS SPECIFIED ON DESIGN. DO NOT USE THIS �(,�f •.•(0 R10 OO wN05 AND +TPI WCT1. DESIGN WITH FIRE RETARDANT TREATED LUMBEP. 4�Cif '••••.•••. ���'�•' OUR.FAC. 1 .33 O O O O O O A--TPI - TRUSS PLATE INSTITUTE, NOS -NATIONAL DESIGN SPECIFICATION FOR$000 CWTSTRIX:TION fREp•1,N��.. SPACING 24.0" TYPE SPEC ULLAIUTo JOB: 12866 BRITE #187 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 4.33 8.37 x BOT CHORD 2X4 SO. PINE #2 19% c') WEBS 2X4 SO. PINE #3 19% BC X—LOC L—R: 0.29 4.33 8.37 m ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. D SEE ORWGS. 130 & 160/16OA—F FOR TYP. PLATE LOCATION DETAILS. To w In to H. N W to O to O 4X4 12 12 6.00 6.00 2X5 (A 1) 2X5 (A 1) 1 -' 1X3 2-0-0 4-4-0_14-4-0 2-0-0 8-8-0 OVER 2 SUPPORTS R-546# W- 3.50' R-546# W- 3.50' PLT. TYP.-ALPINE SEON-- 12866 FURNISH A COPY OF THIS DESIGN TO ERECTION CONT^;'--nR REV 15.4.7 SCALE 0.5000 0 l= o 0 0 0_ )(*IMPORTANT**SHALALPILENOTGINEERED BE RESPONSIBLE FOR INC.WARNING IN HANDLITRUSSES NG. ERECTION lIE cAAHRD Nw ....B B•�•' DESIGN CR I T:TP I REF R235-60070 [� E= O O THISADESIGNROR ANYOM SFAILUREITO BUILD THE TRUSS INDR ANY CONFORMANCEATION COMMMENTARYEAHDWRECOMMENDATIONS-X7-76'. [BRACING TPI). SEE.:���.��11«��o- TC LL 30.0 PSF DATE 08/27I91 O [= C= C= WITH THE 'QUALITY STANDARD OSTBB' BY TPI. ALPINE CONNECTORS THIS DESIGN, FOR ADDITIONAL SPECIAL PERNA '.(A 23 e,:�•; TC DL 7.0 PSF ORWG HCUSR235 91239090 C� C= [� C= ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS NENT BRACING REOUIREMENTS. UNLESS OTHERWISE A L P I N O OTHERWISE SHOWN. MEETING REQUIREMENTS OF ASTM A446 GRADE A. SHOWN. TOP CHORD SHALL BE LATERALLY BRACEI• • MD �H / BC OL 1 0.0 PSF HC-ENG FSO C= C=) APPLY CONNECTORS ill BOTH FACES AT EACH JOINT AND LOCATE AS WIT" PROPERLY ATTACHED PLYWOOD SHEATHING. /rj-V TOT.LO. 4P.0 PSF 0/A LEN. E3-8-0 C= SHOWN. BEARING WIDTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING 00 BRACING-& ,�•. '• !,,? ,� TAUSS I= t1E5IGN SYANpARDS CDt50RN WITH APPLICABLE PROVISIONS lIF AS SPECIFIED ON DESIGN. DO NOT 115E THIS t f'C/•,�OR(�� tl4{�a DUR.FAC. I .33 PITCH 6.0 12 rHDS AHD ■TPI (PCT). DESIGN NITN ftRE AE7ARDANT TREAlEO LIMBER, 4 O C7 p W--TPI - TRUSS PLATE IN57ITUTE, NDS-NATIONAL DESIGN SPECIFICATIONPOR NOW CONS7Rl1CTIDN sjfR£D't �� SPACING 24.0" TYPE COMN-- • WOW S l AB: 12867 BRITE #187 THIS ONG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X—LOC L—R: 0.29 4.33 7.38 = BOT CHORD 2X4 SO. PINE #2 19% WEBS 2X4 SO. PINE #3 19% BC X—LOC L—R: 0.29 4.33 7.38 RT, BLOCK 2X6 SO. PINE #2 19% BLOCK LENGTH We 1.500' In m ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. Tv SEE DRWGS. 130 & 160/16OA—F FOR TYP. PLATE LOCATION DETAILS. w Ln To N w IO O ID w 4X4 1 3X6 12 6.00 6.00 2X8 (E3) 2X5 (A1) 0-10-3 1X3 3X6 (E3) 2-0-0 4-4-0_L3-4-0 7-8-0 OVER 2 SUPPORTS R-499# No 3.50" R-333# No 3.50' PLT. TYP.—ALPINE SEON-- 12867 FURNISH A COPY OF THIS DESIGN TO ERECTION CON?�;:.;.;,^,A REV 15.4.7 SCALE 0.5000 I� C� o d '� �_ )(*IMPORTANT** SHALL NOT BEE RESPONSIBLEFORFOOR INC.S. WARNING IN�HANDLINGSES 'REERECTION ME CANn .('SON Q �•� DESIGN CRIT:TPI REF 8235--60071 OAALPIN C= THISATION DESIGNROM DR ANYSFAILUREITOBUUILDTIERTANY RUSS�INIATION FROM CONFORMANCE CRAOM/ENTARYEAM RE'CONHEMDATION5MKTPI). SEE • VOOD TRUSSES: t`f1� O� ' TC LL 30.O PSF OATS 08/27/91 cm [� KITH THE "QUALITY STANDARD 05788' BY TPI. ALPINE CONNECTORS THI5 OESIEJI,FOR ADDITIONAL SPECIAL PEWA- ; `�:C10123. t�:� TC DL 7.O PSF DRWG HCUSR235 91239093 o0TIERARE WISE SHOMM.DFROM 20 GAUGE MEE IT NG REDUIREMENTSOF ASTMD A4GEGRADEESS A. FSENT MOft TOPGCRHORDISHALLTS. UNLESS BE LATERALLY BRACED.THERWISE No 34 BC DL 10.0 PSF HC"-ENG FSD APPLY CONNECTORS TD BOTH FACES AT EACH JOINT A.LOCATE AS MITH PROPETEY ATTACHED PLYMDOD SHEATHING. � 4C� TOT.LD. 47.0 PSF 0/A LEN. 7-8-0 pO SHOWN. BEARING MIDTNS ARE 4' NOMINAL UIiE55 OTHERNfSE SNONN. BOTTOM CHORD MTTH RIGID CEILING OR BRACING i • ;DESIGN STANDARDS CONFORM WITH APPLICABLE PROYISIONs OF AS SPECIFIED ON DESIGNDO NOTUSE THISr DUR.FAC. 1 .33 P I TCH 6.O KEDS AND%TPI IPCT). DESIGN MITH FIRE RETARDANT TREATED LUMBER. �•�•••''•••••t••.•f l� O C� C= C7 C— 4-- -TPI TRUSS PLATE INSTITUTE. IDS- NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION �O•y1`.G,``��%• SPACING 24.0" TYPE COMN JOB NAME: BEAM LABEL: C-,aj-\ke 4er&pE3v. PO#2 0 Beam Design Length: 16 '-7" 2.69"x14" 2.1E Parallam Beam Actual length is longer. Dimensions are to center of the required supports. n n 5 '-8" *** PSF LOADING *** (used to breakdown live+dead load and for tributary load) Roof Loading: 30 Live + 17 Dead = 47 PSF Total *** DISTRIBUTED LOADS *** Load Duration Factor (LDF) : 1.33 RANGE LOADING LOAD TYPE (loads shown are additive) 1 to 2 3 '-6" Trib. width Roof 2 to 3 10'-6" Trib. width Roof *** POINT LOADS *** (+ is downward) LOCATION LOAD (lbs) LOAD TYPE Point 2 1933 Roof Total (live+dead) *** ACTIONS, DEFLECTIONS and ALLOWABLES *** Max. Value Location Allowable Basis %Allow. Moment: 20320 ft-lbs 1'-11" right of 2 29746 ft-lbs 1.333 68% Shear: 4532 lbs at 3 9705 lbs 1.333 47% Def. Live: 0.52" 2 '-6" right of 2 0.83" L/240 62% Def., Total: 0.83" 2 -6" right of 2 1.11" L/180 75% --- LOADING IN PLF --- ---- SHEAR ---- ---- MOMENT ---- SEGMENT LENGTH Bm Wgt Applied(LL+DL) Lf (lbs) Rt Lf (ft-lb) Rt 1-2 5 '-8" 11.8 164.5 3916 2917 0 19362 2-3 10'-11" 11.8 493.5 984 -4532 19362 -0 *** BEAM SUPPORTS *** Support Location: Point 1 Point 3 Reaction (lbs up +) : 3916 4532 Min. Bearing Length: 2.4" 2.8" 1. Analysis is based on dry service conditions (maximum moisture content 19%) . 2. Analysis assumes lateral support of the compression edge at intervals of 24" or less. 3. Beam has been checked for loads shown only. For other loading conditions further analysis may be required. 4. Minimum bearing lengths are based on the allowable bearing for Parallam PSL (600 psi) over the full thickness of the beam. Longer bearing lengths may be required by the supporting material. 5. All dimensions shall be confirmed by contractor. Installation is by others. For guidelines see Parallam PSL Installation Guide. 6. This output has not been checked by the Parallam Engineering Service office. 09-03-1991 Ver:1.5 by: TONY BEAVORR at LUMBER UNLIMITED TRUSS DIV. JAX,FLA. JOB NAME: BEAM LABEL: PO#2 3 M Beam Design Length: 10 '-7" 1.75"x12" 2.OE Parallam Beam Actual length is longer. Dimensions are to center of the required supports. n � 7 '-7" 3 ._0.. *** PSF LOADING *** (used to determine load from tributary width) Roof Loading: 30 Live + 17 Dead = 47 PSF Total *** DISTRIBUTED LOADS *** Load Duration Factor (LDF) : 1.33 RANGE LOADING LOAD TYPE 1 to 3 12'-0" Trib. width Roof *** ACTIONS, DEFLECTIONS and ALLOWABLES *** Max. Value Location Allowable Basis %Allow. Moment: 2918 ft-lbs 3 '-2" right of 1 13530 ft-lbs 1.333 225 Shear: 2502 lbs at 2 5412 lbs 1.333 46% Def. Live: 0.05" 3 '-7"" right of 1 0.38" L/240 13% Def. Total: 0.08" 31-7 right of 1 0.51" L/180 15% --- LOADING IN PLF --- ---- SHEAR ---- ---- MOMENT ---- SEGMENT LENGTH Bm Wgt Applied(LL+DL) Lf (lbs) Rt Lf (ft-lb) Rt 1-2 7 '-7" 6.6 564.0 1825 -2502 0 -2568 2-3 _ 3'-0" 6.6 564.0 1712 0 -2568 -0 *** BEAM SUPPORTS *** Support Location: Point 1 Point 2 Reaction (lbs up +l: 1825 4214 Min. Bearing Length: 1.7" 4" 1. Analysis is based on dry service conditions (maximum moisture content 19%) . 2. Analysis assumes lateral support of the compression edge at intervals of 24" or less. 3. Beam has been checked for loads shown only. For other loading conditions further analysis may be required. 4. Minimum bearing lengths are based on the allowable bearing for Parallam PSL (600 psi) over the full_ thickness of the beam. Longer bearing lengths may be required by the supporting material. 5. All dimensions shall be confirmed by contractor. Installation is by others. For guidelines see Parallam PSL Installation Guide. 6. This output has not been checked by the Parallam Engineering Service office. 09-03-1991 Ver:1.5 by: TONY BEAVORR at LUMBER UNLIMITED TRUSS DIV. JAX,FLA. ti FI BM it GLA SS T- FAC 119 rralZ =R A t -- tc..,-- - i rx fnovz -- -SC'FF IT I E , 1 MIL T t_ -- 1_Ary_ ( /111.xA UI i T't M A-S. === T V c G Q- -R•ft- S&T V/0 PA-3E I 1, I !f. I , Lj L'r C-cTS 1 - -vV COX& 10 , 10- -- -- I' ==9f STEf•�•t /�L- =01.1 N ! , , �, _�ft 0,,4 t t__ 1r7 : 84 BRIT 87 THIS OWG. PREPARED FROM COMPUTER INPUT OA S & DIMENSIONS) sUBM TTEO BY TRUSS MFR TU CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 3.94 7.03 10.50 13.97 17.06 20.71 = BOT CHORD 2X6 SO. PINE 02 19% n WEBS 2X4 SO. PINE #3 19%, EXCEPT AS SHOWN BC X-LOC L-R: 0.29 7. 15 10.50 13.85 20.71 C y V) : W1-2X10 SO. PINE #2 19% SPECIAL LOADS D -------------------------------------------------- N ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. TC From 74 plf at 0.00 to 74 plf at 7.00 W SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. TC From 162 plf at 7.00 to 162 plf at 10.00 Ln TC From 74 plf at 10.00 to 74 plf at 21 .00 cD • 6" VIKING HANGER MAY BE USED. BC From 20 plf at 0.00 to 20 plf at 7.00 BC From 44 plf at 7.00 to 44 plf at 10.00 N BC From 20 plf at 10.00 to 20 plf at 21 .00 BC 635# Concentrated Load at 7.00 0 BC 959+ Concentrated Load at 10.00 0 c0 4X8 1X3 4X8 3X8 (A 1) 1 X3 1 X3 3X8 (A 1) w712 6.00 6.00 _ I 6X4 ►8X14 6X4 7-0-0_17-0-0 7-0-0 2-0-0 21-0-0 OVER 2 SUPPORTS R-22461 W- 3.50' R-1933# W- 3.50` PLT. TYP.-ALPINE SEON-- 12842 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 15.4.7 SCALE 0.2500 ALPINE EfSIMEEM °MCCACl► Itc. MMn tEOUIRE EYTREME cum DESIGN CRIT:TPI REF R235--60048 ARMSDEVIAtION rIOI IWO SSECIPFICA720M On mon AMY DEYIFEW DI IAATTICH 1 FCR AW W1000M.:E ARN GrT-Ts'�.E NOW TE�umiom a : , ` , TC LL 30 .0 PSF DATE 08127 91 THIS MESIBM OH AHT TAILIR TO MULD TRE TH M IS CCWCM4UQ CPSEMARY APO RE00BOO►T30146 Arnl. � �.•'••••R r '' ••vrmEwru WITH TIE 'ClPLI7Y SIAIONO SST88'6T 1P7. ALPIR TM$DESIGN PW PWITIOIML SPECIALGTC DL 7 .O PSF DRWG HCUSR235 6!239069 V EWBEBE SM ML IEETD6 IEanRAM "OLFACTUM0 rMw 39 EiEMS O AVM AAA$ #RACE A. GHMk UVAMZED GYM UNLESS, WOO P��u�LT IgALra - jBC DL 10.0 PSF HC-ENG APPLY CP.ECTMfi TO SOTM FACES AT EACH JOINT AHO LWATE WITH PMPMY ATTApEO PLfWv D PEATHIfR, E ; �SHDMf. BEARDS HIOTHS AAE A' 1100 ML UNUM OTtB:wIBE Stow. sorrau Ip TM 00610 MUM On/UcM - .. : TOT.LD. 47.0 PSF 0/A LEN. 21-0-0 OESINN STANDUMS CVW M WITH APPLICABLE PapO 00 Or AS SPEMrIlCl CM CESICI. m Hol UE THIS .�q.0q�OA OUR.FAC. 1 .33 PITCH 6.0/J2 aM6 AM VTPI (PCI). DESIGN WITH FIRE IETAROMR TREATED L"". .-TPl _TMAMS PLAT[ IfiIITME MMS HATIOHAL OESIBM S ECIPICATIw POI MM CO FW T3(X EO. SPACING SEE ABOVE TYPE HIPS-- J ' JdB: 12843 BRITE #187 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 4.77 9.03 11.97 16.23 20.71 _ 80T CHORD 2X4 SO. PINE #2 19% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 9. 15 11.85 20.71 c In ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. w Ln ID N W to O V 4X8 4X4 1X3 1X3 2X5 (A 1) 12 12 2X5 (A 1) 6.00 6.00 2 . 5X4 5X6 -p- 9-0-0 3-0-0 9-0-0 2-0-0 21-0-0 OVER 2 SUPPORTS s. R-1126# W- 3.50" R-ii26f W- 3.50" PLT. TYP.-ALPINE SEON-- 12843 FURNISH A COPY OF THIS DESIGN TO ERECTION CON`� ;,;,;;�R REV 15.4.7 SCALE 0.2500 0 0 0 0 0 0 * IMPORTANT *SHALLENOTGBE RESPONSRIFOSq ' Y WARNING INSHANq IN6' ERECTON CAND tON B,Q DESIGN CRIT:TPI REF R235--60049 O DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM BRACING.SEE •BMT-76'. (BRACING WOOD TRUSSES: ���IiIC•'• �L% TC LL 30.0 PSF DATE 08/27/91 C= C= q C= THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY AND RECOMMENDATIONS-OTPI)- SEE ;•(V �f' T [= O d C= WITH THE 'OUAL17Y STANDARD 05768' BY TPI. ALPINE CONNELitNiS THIS DESIGN FOR ADDITIONAL SPECIAL PER MA-;�;•Gtl 23 ,"�.� TC OL 7.0 PSF DRWG HCUSR235 91239071 O O O O ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS NENT SPACING REQUIREMENTS. UNLESS 07YERNISET 34794 A L P I N C= OTHERWISE SHOWN, MEETING REQUIREMENTS OF A57M A446 GRADE A. SHOMK TOP CHORD SHALL BE LATERALLY BRACEC' •;% NoN ec DL 10 .0 PSF HC-ENG F S D t= q APPLY CONNECTORS TO BOTH fALES AT EACH JOINT AND LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHING, �j TOT.LO. 47.0 PSF 0/A LEN. 21-0-0 TRUSS DESIGN N. SHOWN 057ANWRoS EARING 'Lp�FORMARE 4 WITH NAPPLILABLE AL UI&ESS 'PROVISIONS HERWISE OWOF AST TOMECHORODNI70I+ DESIGN.RIGID CEI�IOP�EATH15 �F•' �Q R��'• 4,,! O L7 q O O D KfAS AIA-M7P7 'Pi7Rus5 PLATE IIST1TUlE. IAS NATIpU.L DESIGN SSPECIFTCATION FORIGN WITH FIRE TNOOD CaSTARDANT ARUC7lON TE SER C/'�t,;r�fR�p•ENG��4'�, , OUR.FAC. 1 .33 P ITCH 6.0/12 mei{ SPACING 24.0" TYPE HIPS-- JdB: 12844 BRITE #187 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 5.52 10.50 15.48 20.71 = BOT CHORD 2X4 SO. PINE #2 19% c, WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 7.18 13.82 20.71 c cn ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. m SEE DRWGS. 130 6 16O/l6OA-F FOR TYP. PLATE LOCATION DETAILS. ru w Ln N w IO O V N 4X4 1X3 1X3 2X5 (A1) 1 2X5 (A1) 6.00 6.00 )�� 2.5X4 5X4 -p- 10-6-0_110-6-0 2-0-0 21-0-0 OVER 2 SUPPORTS R-1126# W- 3.50' R-1126# W- 3.50' PLT. TYP.-ALPINE SEQN-- 12844 FURNISH A COPY OF THIS DESIGN TO ERECTION CONT-'.-Z;R REV 15.4.7 SCALE 0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE-I--CARE /•,\UN B pp�• DESIGN CRIT:TPI REF R235--60050 C= C= q L= C= q **IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION ANO D TRUSSES: - \aV ••..... V�•'•. C= C= C= C= THISADESIGNFROM OR ANYTHESE FAILLSPECIFICATIONS TO BUILD THE TANY RUSS�INIATION FROM CONFORMANCE COMMMENTARYEAND FtECOMIENDATIONS"*TPI). SEE.-AA.'(V��,`tC�J'O�•'. TC LL 30.0 PSF DATE 08/27/91 [= O [= q WITH THE 'QUALITY STANDARD OS788' BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMA-; :.ChI�=3. �":�= TC DL 7.O PSF DRWG HCUSR235 9]239072 C= C= p q ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS NEM BRACING REQUIREMENTS. UNLESS OTHERMISF* 1 A L P I N q OTHERWISE SHOWN. MEETING REQUIREMENTS OF ASTM A446 GRADE A. SHOWN. TOP CHORO SHALL BE LATERALLY BRACE! N No 4 BC DL 1 O.O PSF HC-ENG F S D C= q APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS MITH PROPERLY ATTACHED PLYWOOD SNEATHIMN.,� � TOT.LD. 47.0 PSF 0/A LEN. 2 1—0-0 SHOWN. BEARING WIDTHS ARE 4'NOMINAL UNJLESS OTHERWISE SNONN. BOTTOM CHORD WITH RIGID CE]IItW. DR BRACING C= TRUSS q DESIGN SIANDAROS CONFORM WITH APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. DO NOT USE THIS •� '��•!:' ,_ �, Pc •.�oR��TED ,.• �w,;., OUR.FAC. 1 .33 PITCH 6.0/12 C= C= 4 q - C= ANDS _•TPI 1P1TRu55 PLATE INSTITUTE. HOS--NATIONAL DESIGN SSPELIFICA ION FOR NODDIGN WITH FIRE ICONSiARUCT7ON BER. /�tfRfp.[NG��� �`�, SPACING 24.0" TYPE COMN-- "�uuluL�� . JLlR- 12845 BRITE 11167 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP U RD 2X4 SO. PINE X92 19% - - TC X-LOC L-R: 0.29 3.94 -- 7.00 10.50 14.00 17.06 20.71 BOT CHORD 2X6 SO. PINE 02 KO 15% = WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 3.94 7.00 10.50 14.00 17.06 20.71 C ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE DRWGS. 130 s J60/16OA-F FOR TYP. PLATE LOCATION DETAILS. 2 COMPLETE TRUSSES REQUIRED ro FASTEN TOGETHER WITH : 16D NAILS * HUS26, OR HHUS28-2 MAY BE USED IF SUPPORTED GIRDER IS 1.5" TOP CH ------------------ 16" 0.C. Ut WEBS ------------------ 4" 0.C. STAGGERED OR 3.0" THICK, RESPECTIVELY. BOT CH ------ 6" O.C. (0 * 199211 FROM #1 HIP. NOTE: (1) 1/2" DIA. THRU BOLT MAY BE SUBSTITUTED N FOR (2) -160 NAILS IN BOTTOM CHORD ONLY. W t0 THIS HIP GIRDER DESIGNED TO CARRY 20'10" HIPSET WITH #1 HIP J AT 7' 0" SETBACK FRAMING TO BOTTOM CHORD FROM ONE SIDE, AND 2' 0" SPAN FROM OPPOSITE SIDE FRAMING TO TC/BC SPLIT. 01 6X8 2 .5X4 3X5 2X4 3X8 (A 1) 2X4 6.00 12 6.00 3X9 (A 1) �\ L —Gam_ 2 . 5X4 6X4 7X6 4X5 3X5 -p- 10-6-0 10-6-0 21-0-0 OVER 2 SUPPORTS - R-44620 W- 3.50" R-55110 W- 3.50" PLT. TYP.-ALPINE SEON-- 12845 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE - 0.2500 ALPINE E-GTEE.M PRODUCTS, Ile. TRUSSES NEGUIRE EXTREME CJUX ......•, DESIGN CRIT:TPI REF R235--60051 0 0 0 0 0 0 **IMPORTANT**SHALL NOT DE RESIOSIBLE FOR AYWARNING IN HUOLING, ERECTION AND •'tpN B. B ATRUSDEVIATION FROM,NESE GPECIFICAl7DNG 0R ANY DEVIATION F BWINS.SEE •BWT-7'B',MACING WOW TR-Oafs 'p•: TC LL 30 .0 PSF DATE 08/27/91 THIS DEBISH OR ANY FAILURE TO BUILD TIE TRUSS IN GIWFCFDQKX COOENTARY AND RECOMMENDATIONS-ATPII. BEE WITH TIE •OUALIIY S1ANDAD MN'BY TPI. ALPINE CONECTORS TABS DESIGN FOR ADDITIONAL SPECIAL PER1A- Ey-:(yTC OL 7.0 PSF DRWG HCUSA235 9!239075 ANE MA UFACTURED FROM 70 GAUGE GALVANIZED STEEL UN.E56 WENT BRACINNN NEGUIREDENTS. UNLESS OTHEMaSE:�OTIERNIEE POK MEETING REDUIRENEHIS OF ASIN AAAG GRADE A. PV^ TOP 010M SHAL BE LATERALES BRACED BC DL 10.0 PSF HC-ENG APPLY COMECTORS TO WIN FACES AT EACH JOINT AND LOCATE AS WITH PIOPEPLY ATTACHED PLYWOOD SHEATHING.: TOT.LD. 47.O PSF 0/A LEN. 21-0-0 SHDWH. BE "'G N1olNs ARE NOMINAL GLENS oTHERMIGE SfDW. BOTTOM DOM WITH RIGID CEILING on BRACING; DESIGN SIADARDS CONFORM U7TH APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. 00107 IEE,NIG; 9 (0{1��t':�t``! OUR.FAC. 1 .33 PITCH 6.0/12 ANO_-TPI (PCI). PLATE IN517 TOTE Mg-NAT101aL DESIGN BPECIF171CATICH FOR WOOD C"TPUCYION R. f fJ•••••••••N �, SPACING SEE ABOVE TYPE COMN-- TPI DESIGN C 0 0 0 0 0 0 �' � FaFD'�G } Jo: 12846 BRITE 1187 : THIS DWG. PREPARED FROM COMPUTER INPUT LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP G ORD 2X4 SO. PINE #1 KO 15% ------------ ---TC-X-LOG-L-R:---- 0;29-- 5:35-• 10-:42- 15.48-20-.54 __ BOT CHORD 2X4 SO. PINE #2 19% n WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 5.35 10.42 15.48 20.54 c ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. THIS GIRDER HAS BEEN DESIGNED TO SUPPORT: TND SEE DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. FROM ONE SIDE-- 7' 0' OF SPAN FRAMING TO THE TC/BC SPLIT tU OPPOSITE SIDE-- 2' 0' OF SPAN FRAMING TO THE TC/BC SPLIT w NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. GIVING A TC LOAD OF 167 PLF AND A BC LOAD OF 45 PLF IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR, 1-1 cD N W (D O v .o 5X6 3X4 5X4 3X4 5X6 T - I 3-10-3 3-10-3 ��IZO 5X6 6X6 5X6 2X4 2X4 me 20-10-0 OVER 2 SUPPORTS R-21414 W- 3.50' R-21411 W- 3.50" PLT. TYP.-ALPINE SEON-- 12845 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.2500 NE>= 0 0 0 WE 0 0 **IMPORTANT**w Mo i+E RESPONSIBLE FO�RIwrWARNING•I HA.oL�Iracl�EaECTTKIOON w DESIGN CRIT:TPI AEF R235--60052 ATRUSS OEVIATioN raw HESE SPECIFICATIDNS 0R ANY DEVIATION FROH BRACING.SEE •SWT-7B•,MRACINS NOW TpUngit aZON B• B,QO. TC LL 30.O PSF DATE 08/27/91 THIS DESIGN DN AMY FAILURE TD BUILD THE TRUSS IN CONFORMANCE COl•ENTARY AAO RECOMENDATIDNG"TPII. SEE :N � � - WITH THE 'DUALITY SIANDARB MOB' BY TPI, ALPINE CONNECTORS THIS OESISN FOR AWITIONAL SPECIALPERNA-:•! •Q. '7f•• .f,. TC DL 7.0 PSF DRWG HCUSR235 91239074 ARE MANUFACTURED PAM IO GAUGE GALVANIZED OEM UNLESS NEM BRACING REOUIREIEMS. ULESS OTIERWIV.4 `4 OTIERNISE SHMK MEETING REOUIREIENTO OF ASTM AUB GRADE 1, aolra TOP C►IORD SFYLL BE LATER6LLY BRAC(% A�j BC DL 10.0 PSF HC-ENG APPLY CONECTDRG TO BOTH FACES AT EACH JOINT Alp LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SWATHIN(; RV t TOT.LD. 47 0 PSF 0/A LEN• 20-10-0 SNOUEI. BEARING WIDTHS ARE A'W)WINAL ULESS 01HERMI SE DOW. WTTOW CHORD WITH RIGID CEILINGOR NumC0 0 0 DESIw�sTPANDAROGIcDHFowR nTN .PPLIUGLE PRov76ID6 OF ODEESIDNWITHFIREPETASPECIFIM CH GROAHTTREATDLUMBUSE Ep,,, •P!:'•., (pp�0TA�� OUR.FAC. 1 .33 DEPTH 46.2" "-TPI •TRUES PLATE ]NETITM NDS-RATIONAL DESION 8PEc1FICATIcH FOR W000 coNBmiTIONJFR{0'�N(T�'�,' SPACING SEE ABOVE TYPE FLAT-- 4, JbB: 12847 BRITE #187 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 7.04 13.79 20.54 = BOT CHORD 2X4 SO. PINE #2 19% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 7.04 13.79 20.54 C ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. m SEE ORWGS. 130 6 i60/16OA-F FOR TYP. PLATE LOCATION DETAILS. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS ^I MUST BE MARKED BY TRUSS FABRICATOR. L° PROVIDE FOR ADEQUATE ROOF DRAINAGE. IF PARAPET WALLS OR Ln CONDITIONS EXIST THAT RESTRICT FREE RUNOFF OF WATER. DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL ALLOW COMPLETE .. DRAINAGE AND PREVENT PONDING AT ALL TIMES. ro w to 0 w 3X5 2 .5X4 5X4 3X5 T T 4-10-3 4-10-3 2X4 3X5 5X8 2X4 20-10-0 OVER 2 SUPPORTS R-952# W- 3.50' R-952# W- 3.50' PLT. TYP.-ALPINE SEQN-- 12847 FURNISH A COPY OF THIS DESIGN TO ERECTION CONS^...-,nR REV 15.4.7 SCALE = 0.2500 **IMPORTANT**SHALLENOTGBEE RESPONSIBLE IAN;WARNING N HANDLING. ERECTION LAND GtQN e• BAA' DESIGN CRIT:TPI REF 8235--60053 0 0 0 0 0 0 �I DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM BRACING.SEE •BMT-76'. (BRACING MOOD TRUSSES: :• ��Sf jC•'• `: TC_ LL 30.0 PSF DATE 08/27/91 1 [_ [� O C= THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY AND RECDMMENDATIONS-ATPI). SEE Z�V �f'• ' [= C= C= [� WITH THE 'QUALITY STANDARD OSTBS' BY TPI. ALPINE COIWECTORS THIS OESIPN FOR ADDITIONAL SPECIAL PERMA-;�;•�1M�3 �":� TC OL 7.0 PSF ORWG HCUSR235 91239073 [_ [= p p ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS HENT BRACING REOUIREMENTS. UNLESS O7HERMISF' 4 NQ ' O A LP I N [= 07HERWISE SHOWN. MEETING REOUIREMENTS OF ASTM A446 GRADE A. SHOWN. TOP CHORD SHALL BE LATERALLY BRACE]' 4 BC DL 1 0 0 PSF HC-ENG F S D C=3 C= APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS MITH PROPERLY ATTACHED PLYWOOD SHEATHING. , - TOT.LD. 47.0 PSF 0/A LEN. 20-10-0 SHOWN. BEARING WIDTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD MITH RIGID CEILING OR BRACING-, TRUSS 'F` toR�o!�'r�: DESIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. DO NRETARDANT IREA OT USE THIS�` LUM O 4 E= l� O O ANDS AND *TPI rolTRUSS PLATE INSTITUTE. NOS-NATIONAL DESIGN 6PECIFICA7 SPEIGN WITH CIFICATION M000 CONSTRl1CT]OH BER �A�C_ .(•�_ .tµG\� A.•( SPACING 24.0" TYPE H FLAT-- 1) 2 uIIAI►►>> . 865 BR17E #187 THS WG PR PA FR M T R N T A M N aN -1 SUBMITTED BY TRUSS MFR TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 4.74 8.00 11.90 16.15 19.67 20.25 2 BOT CHORD 2X4 SO. PINE #2 199 n WEBS 2X4 SO. PINE #3 19x• EXCEPT AS SHOWN BC X-LOC L-R: 0.29 4.85 8.00 16.02 19.56 20.25 c N : WS-2X4 50. PINE #Z 19% SEE DRAWING A115/R AND 864, 080 FOR FILLER DETAIL. N ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. PROVIDE FOR HORIZONTAL MOVEMENT AT RIGHT SUPPORT. w SEE ORWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. CPI PROVIDE CONNECTION FOR 5304 TO RESIST SLIDING OF MEMBER t0 AT LEFT END OF TRUSS. �• N W tD 0 N 3X4 4X8 4X12 1X3 4X10 1X3 2X6 (F 3) :�bs.00T 6.00 '( 6 1 2-5-3 0-5-15� 2.50 ZD r 12 1X3 5X12 3XE, 1 .5X3 i 3-11-4 10" ' 4-8-8 15-0-0 y 8-0-0 8-0-0 4-6-8 20-5-8 OVER 2 SUPPORTS R-9384 W- 3.50" R=9381 W=3.50" PLT. TYP.-ALPINE SEON-- 12855 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.2500 ALPINE ENSIHEERD PRODUUTE RE IKt. TH;ARES C I7UE EXTREME CARE "�• DESIGN CRIT:TPI REF 8235--60069 c 0 cI cI c o **IMPORTANT** DULL MUM K PESPOiISLE FOR wT W ARNI NG zw ►wcuw. EREaIoK me :`�;�NG rp,y '•• � ATRUSS DMATION FUCK TIER 5STMFIrAMNS ON ANT OMATION ► NUMNS-SEE 'MT-76•,itiCIWE[OOD TRiiEc 4 ��''�• TC LL 30.0 PSF DATE 08/27/91 TNIE WNIW!OU AMR FAILURE TO NUIID TIE TWUM IN COtC1WW= COOMMANY AHO REa}�O►nOi-�M . mu KIN THEQUALITY MRAIOARO WIN'm KPI. ALPINE TICS CESIPM rOH ALOITIO AL SPECIAL PERIYr • ' TC DL 7.0 PSF DRWG HCVSR235 8!239092 = ANE NAKPACTKIED FROM 20 SWR GALVANIIID iTEEL "On WWI"*VGWIVRD49M. Nlts6 OTHENWIft : Q= OTHERWISE STONK MEETING REWAREHENIE of ASTM AAAS GRACE A. SW^ TOP CKAD 04ALL K LATERALLY en.CtoDL 10•0 PSF HC—ENG AI *( t4/ECTUM TO BOTH FA=AT EXX JOIM SO LDGT[ MITW POlE1LY ATTAQE6 FLVWM SKATNIIi` ; :TOT.LD. 47.0 PSF 0/A LEN.' 20-6-8 6HCM. EUCNG MOTHS AAE A' NCNINAL UNLEE6 OTHERWISE 6101. MUTTON 04"W77N 013"D CEILING ON MSM VANDANOS CDW" V31% APKICAEE PRUVIS304 OF AS WEOV20 ON RSLIUK. WMUT IRETNIE �'�'•.Oq/DA .� DUR.FAC. 1 .33 ams AHO+RPI O'CTI. DESIGN PITA FIRE METAROwT TREATED LUMP. i O G cs C= c i= .-_TPI TV""RATE IN013"[ HQ-WATIOWAL LENIN SPECIrlcATIOH rm HOOD COfTW-CT30M 9E0•Cly��`.Et;.•`� SPACING 24.0" TYPE SPEC--' je-t j 2864 BA17E 0187 THIS W PREPARED FROM COMPUTER INPUT A & DIMENSIONS) SU M TTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LDC L-R: 0.29 3.58 6.74 10.37 14.04 17.57 20.25 = BOT CHORD 2X4 SO. PINE 62 19% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 6.85 11.87 17.56 20.25 N ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. PROVIDE FOR HORIZONTAL MOVEMENT AT RIGHT SUPPORT. N SEE DRWGS. 130 6 160/160A-F FOR TYP. PLATE LOCATION DETAILS. PROVIDE CONNECTION FOR 5304 TO RESIST SLIDING OF MEMBER_ W AT LEFT END OF TRUSS. U) N N W cD O W N 4X4 4X4 3X4 1X3 3X5 3X6 6.00 6.00 2X6 (F3) 1-8-7 T 2.500-�._ 1-8-7 3X9 5X6 12 X12 2.50 3X9 // ��� 0-5-1 T T /l 3-11-4 6-8-8 _L2-JO- - -8-8210 - - 10 0 11-10-8 8-8-0 20-5-B OVER 2 SUPPORTS 3 R-9386 N- 3.50" R-9386 W- 3.50' PLT. TYP.-ALPINE SEGN-- 12864 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTR REV 15.4.7 SCALE = 0.2500 c o 0 0 0 0 - IMPORTANT**�NOT a PIE acEmwiman nu o`R MY WARNING Iwlcurawa�MOTION be ,:CUM '.,11��NGlp��a� DESIGN CRIT:TPI REF R235--60068 0 0 o c DEVIATION"M?WU S ECn7CATIDIE a ANY DEVIATION 0*MNl.= •ri-Ts••ERACIK rood TU.M* Q.,••'E,�T%r;B••': TC LL 30.0 PSF DATE 08/27/91 0 o THIS DE6IGN Or AMT F&UU E TO 6L73LD TIE MM 711 WW O"VnNff AND IEcoA0"nvs-"T971. on -• • • � jr:�,� 0 0 0 o WITH Tit •OUALITT 17ANOWD 0180•ST TP7. ALPINE TNOS DESIGN FOR AODITIOPML VECIAL PERNA- IyC 2 7: :TC OL 7.0 PSF ORWG HCUSP235 91239096 C7 0 o L= AM MAJUAR19ED FAUN 7b SAM GALVANIZE0 6714 UALM HDR OUCPE P60UND4W c. LN.cii OTIEWN16E C { /L� j =9C DL 10.0 PSF HC-ENG p AlP i O DLKFr171F PgIM IEFTIK R0.RiElEM1 OF 4•nl 4M6 Piet!A. 1iO1K Top 1600 RNLI 1L U7E7YLLY!1u►�D e.•D p AIRY CONNEM TD 00TH FAcn AT EAd JOVn AM LOCATE K WITM lgE1LV ATTACHED ILTHp1p pE�TH7K, .O TOT.LD. 47.0 PSF 0/A LEN. 20-6-8 TRUSS 00x1. K N0K HIOTK AWE A• "UNAL 1rlER OTYE16U$E 00 . SOTTOH MM WITH R]SID¢riIMS 011 s+ACIHi �' O :•• o S aLaal STANDOM msOIN WITH AwLICYLE PROMO v1 or AS coECInED ON DE17Li7. DO NOT Lif TAGS �f+' ••;T�DA,. DUR.FAC. 1 .33 t= o D 0 O 0 'IOC Aro+T►I OCT). DESIGN WITH FINE PETADYM MATED LUMPEI1. `O•FN�KEE�••••. SPACING 24.0" TYP {� t .--797 -TRUM PLATE INWIltnE IES.MATIOWL DEVON 6+ECIMAMM FOR NOW COLS-M CTIOW • E SPEC-- f •JuB*- 12BAS BRITE #187 THIS QWG. PREPARED FROM COMPUTER INPUT LOAD S DIM NSIONS SUBMITTED 13Y TRUSS MFR TOP CHORD 2X4 SO. PINE #2 KO 15% - - -- - TC-X-LOG L-R: 0.29- 5.48- 7.03 ll.48 16.33 21 .30 24.56 BOT CHORD 2X4 SO. PINE #2 19% 2B.04 0 WEBS 2X4 SO. PINE 43 19% BC X-LOC L-R: 0.29 2.64 5.31 7.15 8.69 11 .36 13.85 C 21. 19 28.04 U1 ALL PLATES ARE CENTERED ON ODINT UNLESS OTHERWISE INDICATED. 33 SEE DRWGS. 130 6 160/l6OA-F FOR TYP. PLATE LOCATION DETAILS. BEARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER N BRG LOC 2 13-10-04: 1 BLOCK 12" LONG - 2 16d NAILS/BLOCK w SHIM ALL SUPPORTS TO SOLID BEARING. SPECIAL LOADS tp -------------------------------------------------- &.- TC From 74 plf at 0.00 to 74 plf at 7.00 N TC From 162 plf at 7.00 to 162 plf at 21 .33 w TC From 74 plf at 21 .33 to 74 plf at 2B.33 BC From 20 plf at 0.00 to 20 plf at 7.00 0 0 BC From 44 plf at 7.00 to 44 plf at 21 .33 BC From 20 plf at 21 .33 to 20 pif at 28.33 BC 6354 Concentrated Load at 7.00 BC 635# Concentrated Load at 21 .33 4X8 3X9 3X5 4X4 3X8 12 1 X3 2X6 (Ad) 12 6.00 6.00 2X6 (A Q4.00 4X4 4.00 12 12 5X4 4X7 5X5 6X4 6X4 3X5 14-5-12 7-0-0-114-4-0 2-8-0 2-8-0 3-4-0 2-8-0 17-0-0 28-4-0 OVER 3 SUPPORTS - R-13180 W- 3.50' R-3109# W- 3.50" R-1222,E W- 3.50" PLT. TYP.-ALPINE SEON-- 12B4B FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.4.7 SCALE 0.2500 ALPINE EN63NEEPED Paowc76, INC. TRUSSES REQUIRE EXTREME CARE .•�•"'•'•••.,,•� DESIGN CRIT:TPI REF 8235--60054 G - O O O - **IMP ORT ANT**SMALL NOT 6E wwoN63BLE FOR AMY WARNING 'IN W4DLITIQ. ERECTION AroB, 8p CM C O C� DEVIATION h1 RWM THESE SPECIFICATIONS RE OR ANY DEVIATION FROM BFi►C]N6.SEE •SWT-75'.®RAC3 Ns HOOD TRIbas' 'P �'�• TC LL 30.0 PSF DATE 0827/ 91 O L= O O THIS DESIGN OR ANY FAILURE TD BUILD THE TRUSS IN COWUF AUM COMMENTARY AND RECw1END&TIONS-•TPII. SEE •wN '�1f 1C �. I= C3 [_ [� WITH THE 'QUALITY STAM M 06180• BY TP]. ALPINE MNECTWA TIDE DESIGN FOR ADDITIONAL SPECIAL PERU-. C • Q' �l ' �'; TC OL 7 .0 PSF DRWG HCUSR235 91239076 C� O p = ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL L CBS NEXT 0R•c1NAb REOVIREIENT6. UNLESS DTHERWI6F:�:(I,.iy,�, •: • BC OL 10 .0 PSF HC-ENG C= aLPIN = OTHERMISE SHOW MEETING REQUIREMENTS OF ASTM AAAG GRADE A. SIOML TOP CHOW SMALL BE LATERLLLY BRACEI- w O APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS WITH PADPMY ATTACHED FLYWOOD SHEATHING.- • • TOT.LD. 47.0 PSF O/A LEN. 28-4-0 SHOWN BEAwN6 WIDTHS AAE A'NOMINAL UNLESSOI &OM1. BOTTOM Cl1M WITH W6ID CEILING OR BRACINE� o TRUSS O OESI6N s"AND&WS CONFORM WITH APPLICABLE PPOVISIM DF As -.cirIE0 ON DES-SH. DD Noy USE THIS p'. OR`p'.'SAV! DUR.FAC. 1 . 33 &NOG AIO•TPI (PCT). OE676N WITH FIRE RETARDYR WEATED LIMBER. 't F O R3 O R= 0 O M-TPI -TPUBS PLATE INSTITUTE NDB-HUTIONAL DESIGN BPECIFICATIOH FOR WOW Cb67901CIlOM �•a�'rjFtt�•,•, SPACING SEE ABOVE TYPE SPEC-- } JOB: 12849 BRITE #187 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SO. PINE #2 19% TC X-LOC L-R: 0.29 5,48 9.03 11 .48 15.33 19.30 23.56 z BOT CHORD 2X4 SO. PINE #2 19% 28.04 r, WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 2.64 5.31 8.69 11.36 13.85 19.19 c 28.04 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED, a SEE DRWGS. 130 & 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. SHIM ALL SUPPORTS TO SOLID BEARING. LIT m N W ID O v v 5X4 2.5X4 2. 5X4 4X4 1 1X3 3X7 6.00 2X5 (A1) 1 6.00 2X5 (A1) J\/\ 4,00 4.00 12 12 5X4 3X7 5X4 5X4 5X4 2. 5X4 14-5-12 -0- 9-0-0 10-4-0 2-8-0 2-8-0 3-4-0 1 2-8-0 17-0-0 28-4-0 OVER 3 SUPPORTS AZ030 Wa 3.50" R-1304# W- 3.50' R-6670 W- 3.50" PIT, TYP.-ALPINE SEON-- 12849 FURNISH A COPY OF THIS DESIGN TO ERECTION CON?oq REV 15.4.7 SCALE = 0.2500 ALPINd C=3 C= C=3 **IMPORTANT**SHHALLENOTGBE RESPPONSIBBLLEEFOR IAN.'WARNING IN�HANDLINGSES ? ERECRE TION ME LARE AND GLOM Q e•M DESIGN CR I T:TP I REF R235-60055 C= O C= C= IHISATION DESIGNFROM OR ANY FAILUURESPECIFICATIONS TO BUILD THE TRUSSDINIATION FROM CONFORMANCE COAMMENTARYE -BWT-76'. (GRACING AND RECDMWNDATIONSMKTPI). SEE .•�V�'•�D TRUSSES'. ,tF�C7•J 0� TC LL 30.0 PSF DATE 08I27/91 X o : C� [= O [� WITH THE 'QUALITY STANDARD OS788' BY TPI. ALPINE CONNECTORS THIS DESIGN, FOR ADDITIONAL SPECIAL PERHA- ;•4�•W�� t^:� TC DL 7.0 PSF DRWG HCUSR235 91239077 ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS NENT BRACING REQUIREMENTS. UNLESS OTHERWISET ' C= A L P I N d OTHERWISE SHOWN. MEETING REQUIREMENTS OF ASTM A446 GRADE A. SHOWN, TOP CHORE)SHALL BE LATERALLY BRACED• M� A = BC OL 10 .0 PSF HC-ENG FSO O d APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHING. TOT.LD. 47.0 PSF 0/A LEN. 28-4-0 C= d SHAWN. BEARING WIDTHS ARE 4' NOMINAL UNLESS OTHERWISE SHOWN. 807TO14 CHORD WITH RIGID CEILING OR BRACING •;�1,,;� TRUSS DESIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF AS SPECIFIED ON RE pE52GN. DO NOT USE THIS (� 4'•'•,��R1O Ay O q MWS Ala--TPI (PCT) RUSS PLATE INSTITUTE. NOS-NATIONAL DESIGN SPECIFICA ION FOR WOOD CONSTRUCTIONTED RED '4,lM% D.LN��� �. OUR.FAC. 1 .33 �`r�[�1��1•Cf'.(+�j_�1 SPACING 24.0 TYPE SPEC-- wuM� IVXi� , c�terC,gvG�r9�tx�r�PS. 42 11-re 4, - i 7L,ar-f!w-r_ 0ZZ C&C7/_O;A1 Ye oeeotad for hddiretlem Mh Inkrgai rM dvea``h da be�ding inatlepb wiftedon"died"totatwctlen tedmdge"dot,,unto,,Mto dote` Ills t Woae Sheathing tiadt Wood sh"tldnl omb to tmddwod ate ftllnlstlen Wnode". tied*4"pra dru,Mtrdtd of.II,and q nprntncw t t dllitrnM banlet wbio apptad to•hams wap t N ilWand aarit tread ad 6449art watts iM M prat"munber tit•dgbwt•do hew*and dlt following sod"ngldrammto we awe lower ON nraaba of dr yeary+pa bow. iM oetoft+eden Mdldgtw ngdwd he teelaid.ltlll4rrxtad►prntlaweVoted bdow. 1. Istria tM"ied%yew M�+n/►a'tkrbelbledre►yakaaenl mane+.ttr,hw iwnwNnsanArrlalMw.IN,wbsaebtrne panAwart in ltnfton Pnctla /l wFia.,alen�aa.ante"wtstarplmrtalnNyw�jwdpa.•ssepta ���� dice pe.•.N Me fuel a k ad wM a•+et 1Nlala a+e�M lM^* I. na p"rb rbrs b Nave r h"am p s rwuee 'MQ beast mast 7 with aiI ewiptln aqukenenr br WWOW.dot aid i TM pall rbdt b reeNe r h baanl tt m.dew"ar%mala err d hro eactlrmR ttdtiatfaa A. l lr1,and"M heed,.#I' rte htl elft wtol awes. tpNrmtate. i AnNasmod0n/aw,Mpt raaN. 4 lfNaaM�+lM•aNari�aiwNtitaNehMparaMwrlQ'!b►aiMarAA . ' + Ow"m l wbOad tap"of any"art net uaptabit stalaet let mal"weed thtadiml Is+rad N wrlylskweaarlNalMwaar4waN btflllaN+.w momba",owmdmg Rms or alnmey. + tN"MplNrorap.rtryrMM/.MMyewderrFdlMet llM$*" wrahr satypee w aherAw Nrle M so ayyw•N arlNrw. �1e_n•wta/S to Non wood lhoahln pantlh Mdoding(eta btfulatkm + ln�teeewrtrtaowo.rwewNc«e«rrr"mmosnt tae mostitha rand ell cede faced beach of e�tr msetah,may be e omored all taerawltarkaleok OarrinrawNr.aewomsboMlwlrera hlNeatlon bards"wMn epptse to a fnmt war taldenaath a aleft N*h and .ieal.mNhal dko fallowing stlebli ttquhamorm we mw IOltratfm PrncM 12 ! jNaaMe.ialeeNlinl faeiralbredreae►�aleNhaaeleelkrw"adelno taldrt d rogekamene el hoedee o4 hacdct of tworm du 1OWWmg tape be 17 tmmv"",a:a M�.�alie� vi..�i tbpww�e wants ftmat dw steaerera shAN to 6104 M rr ! tba yurl*4110 r h tq pew i aceto,. + dpr�m ad plot M h rM% N anaMr r.rte rat M wrli > Bea w tw r t Aadeeat"tMeow adda + Aa trlNai"Nod lr NN per tl aawla tle rt+m M MaioN M aalrr nN s.i A,t to oral bptaw hw/ N W ad Wwear ani Mir e ^.' err alai Md wad teat awNay M r h rM": M + itmaertla.anataM"r1.e►ewrweoNw.baaa.11tew+rt►a�+ Tape of any type at net acceptable sedan for statlng nm-tread ilraWn{a , tNaauwa drtt b reeld wlel dehR«to arletrL weed or mummy bulla ing eemponme. + Atl+nedaa.PbowwaNfebtrnNMI"nahcwa ONIm neadf"M wgila,aeotl,IrdNlla•wtr tNrd+MtbeMawrKaa fwae,Y Stom. Steen on warlor haul wart may gmdlfy a All Mltraden badge r dwa walla.radesr ta.w draOeewing commons w mob aaarw VA nand"MA Or ANbhen.NkMwnsrrtleareOrms0ablaumbima don auM 1. iw�wMeiflww,MNhFw"wwawnliee+�NawhwrataarNa,kA r�� + At lbe4c r ani wM free tld Mw a.a Ow or said dams and ! 110 hhw h�M wwr wail Na d too b iwklm/ int meti aarler wM IbN M Mae MeltlwdwtaerauM rMw h/aN NMNIal/I YdlNdrar Meaarrrladaw Mraa treeawoPaertaa and ental dr Meer. M 1/llra M telt'nialeMOD. or Atar+wM+•mlNr■anarMlreroaNrhwtMrtA ItiMMllat , nie �"«� r ""g Naa ai wt � i •^ w,eistspiplr.a,wiwrMl,aeill,r.M. l+ a favors. tsa*'A&kto-Ow M iraRwA.lNMa,w.;+•rta.a+aMr l .llrw, tettr�+AaIII brroi"o bill{ i-drdgpreft land+u06 heedet K tnetlel N tog"illi Or An leaeawa Writer+Mt>i lerrlre In Of"04 M pew i$d.wlh 11 w palaeONrt.fAMalivadeenMarMrwttl►sedlaftewaraadba1nbtekill Maids.+,rweNowdtwbr�dtta..teN.wahatrptMld,Mat��•.': ,�:; .. .. l at �fM«Ihd+M NNr NMnrr want tri M wall t�ea�bldlttirgrdisw�MiaeMtwdMmMispiNml ;' .. ' laladrriilededaarllaeeiraeaaew •� �t•r•;''•, • Alda,nlwarMMlwa,Nl-#4 - lianNaipN► ' ♦ A/relMp�iawMemMatN�M+waN�l�Mlpwa"wasted wnMbMil' • AsairMi,llatlWa�llyrpaNMararbhrP. Now iurw wiaeMawlrwaw , &L1I!►.dfoe /ar►iert 1w alta antfreecNen, i fmtadwarfftwmodmmos.w,aea,eMf.+a�eoaalreee t, rntfenewin lour T ta.anrlaeroaeisttuearaNypyrrmi+waahoalmraNM Mock temwd dery matorlaM ole tywonr rrtd quat[y r leteetlen andea to �. �'�«iewr.lidlpraMaraiweaarefnar ; tprwaand. hinted bitrior wails. GrWW mere fame slur bt laded drib dtowad b two, ael�,eaNi�eealr�.slawre�aa a than brushed Wltll adomy ttdanl pain. A first gal of enemy stria►Paget and 1 den a mhdmtnl of mM enter eat of paint Nap M tppptd r t�aAll�� �apMraw��Mhtwrl�Nlae,prmwNerin►Il' . lt"m AS Mtn N dna saw Mod ibt tall*Ina"war 1� Ad" paaaurs.reaawwn.�ea�ntyw�r.enkw.a�atltete tp.et *4%eaed Wtdt o Wnthtr nNtlant outgo IqW N al Nate s!H Intik tledmm 1 eel b prov"w h losses ll blear ked.and lot ttmtntldeet Bocce t 1/f Intik deekwat ft nates• i Aabnpw t=dt*t Mpn terlMrel i«ak p°fl a whale bdrlatles haedal i!Is Wed."ad"Hadi,N token N lmb 114 et#of hltodot larders ttatuMls dui rysteorl tahw peeduet ideer ant amtemhanr k 1. ►Nyalr ft awtk or erNemrkims coatings ergagl aball be howNad on th lnwor trtork well""ice botme farifne ON*0 a Miert ' { dedlmu of met Mot dun 1��Indy ell. L►.ietkfiW4"lydp char be wrapped cmdnmNy m dkt trwtwle of tie . . _.._—.,_—.. ... wawa.••:—.. CtS wast,bNe lot place ly Ming sMp!w ti dboedy etteehtd war Ioe4 tmth+g a ah talon or. INFILTRATION fARRIER3 L Ckwd tel PM Imdalim bw"b shall be MNdW u a tendmaat Myer Al Minden burnt"end soalamt shell be tldteMa lml-eft mields AN ON" a►en WON of f�Iwaa Ar dab and fate gloat be eaalkod or partrot"tht bdrludwt Melt due lot riled,geaktttd t odwm"Im ttdN le ewrlor mfm _H fiillralion larrkrs dor to1 Wail Conlhedkn hdrettlam bantekt that me die oapm Mardes Ito»permtane of I ptnn or loed ebe folloMn esfd lot installed In acordam with duper!t of tilt IM ASNRA!Headleek th1% i btd�g trutMait and opmee"ll gaarfy u krNeetlom betdut fat t( toaGwmels. Atntdlnt N ASHRA Nremdldwed bdiddngs In hsadd y lo{wail ematroetlem ditnow Wkm teetag eosr imam thea hm*pet ftwdwt Ina1Wa1 M dN CenNnaew Crs•t Cs A ca IL"wh of as i sdatlr� Mail eempwal ea loon gL A rpt �Ad be dut:td M Ow4 or New t Im(UMUM ltm ul lh from,GnNwdleo _ .r._,. ..__.._ -- -- - This instrument prepared by: RECORD&RETURN TO: CORD - Keith Watson Law Offices of Keith Watson Law Offices of Keith Watson 6825 Lillian Road 6825 Lillian Road Jacksonville,Florida 32211 Jacksonville,Florida 32211 NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) STATE OF FLORIDA COUNTY OF DUVAL The undersigned hereby gives notice that Improvement will be made to certain real property, and In accord- ance with Chapter 713, Florida Statutes, the following Information Is provided in this Notice of Commencement. Description of property: Lot 26..SELVA LINKSIDE UNIT 1 according to plat thereof as recorded in Plat Book 44,pages 23 and 23A,of the current public records of Duval County, Florida. General description of Improvements: Const single family dwelling. Owner(s): Terri A. Southern,a single woman Address: 8787 Southside Boulevard #1209.Jacksonville, Florida 32256 Owner's Interest in site of the Improvement: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Address: Contractor: Bob Brite Homes, Inc__ Address: 5458 Mansfield Place Jacksonville Florida 32207 Surety(if any): Address: _ Amount of bond: Lender: American Federal Savings Bank of Duval County Address: 6320 St Augustine Road,Jacksonville, Florida 32217 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a)7., Florida Statutes: Name: American Federal Savings Bank of Duval County Address: 6320 St Augustine Road Jacksonville,Florida 32217 In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided In Section 713.13 (1) (b), Florida Statutes. Name: _ Address: Expiratiog Date of otice of Commencement: d4j"L.-j, - � Terri A.Southern ' �IFiL''RA to 7,r�,t F�� • . r To account(a IMlinden(dr Ink-SV eta tivough the budding envelope, Mittstlon reduction eoatesuetloa%cladques ere eomblmd Into IMM groups,or Wood Shalhing!garde. Wood thtarhing ponds are considered air lnAltrsti n ppractices. These tiro prattles.labeled It.r2,and q nprbMt three dnivsnt b4nisrt when applied to a frame wan underneath an exterior Aalsk and the trnNtratlon"Its. The higher the piecdee number iM'tllbter'the house end the knowing waft"requirements an mee +er the rumba of air limn/"per hour. The ooutroldood Ischad uta requbM N Sloe,, M 9/SM for each practice as dad below. 1. lobus MMea b do tq•re rd{d Nhdplthlnt ponato aMt b Mdud b a a.eea{ "mks.The We tt«waa potato shd In«Mrd.v loth pods sedN Pn[l� lot�l panto Wasik rdaMni / f .ftmbrd+NK■awe6pa�Ffrn{ve"esa^MLniim. ala peeve N rex oFaa M arae rhN wee Met.neon{da L The pans ohm h rsW is da wp Star erl�t{a mode. The Mae aft comppl1y with on pprrey pdve requfrsmMts for window,doer end 1 The part t1aR be eaded r hen baaa ph.Aver 1«!,ae Fahr rd ad pow dtictwak to ft&#M In Seeteaa 101.4 and 101� Meeks H bdcluder lite knowing a U"waft nYad a Mpm is eraaehtahK hes Nhen w tthtMos sol a eagetraeaeaa. wa.oe. w >rWeMA+RFeala+ektttatNalauileh«pearrwrrf7?IfparMwario« Mepw.lY wA Tapts of an a en trot acceptable sealants kr se weed sheathingto brood • R�lbdao"AtI Owala«daMlSave aeadeola4(SACr1Sit"aan lawolL mmtleera nam sing fidu.a masonry. w lorry pi er aprt/n{s b da laRabK anado, alar b aelN,prtsoal. On eewotta«aW In M Orr 6 l mm w.Moon•woodaS ea Non-wood sheathing pantis.Including foam Insulation • WACds oossixt■moir- IN-sea•a•r* btdv07 modo mdar A an or plastic lard boards of ether autvids,may be considered alt beMmhdwensteda DrooIR aoitaN paaI=balawbwd 0a Infiltration barriers when applied to a(tame well andvntath an exterber"it and waehm.as11141 the following foaling requltemena art mer: /d(rllretion Pratke g2 1. Jelnrteer.m.dpwn{fendsrF.OhaeeWabq«rMir.adtedrt««etn{ weed"martWin p.enabowor.Part be tadpwn{purlsrFUMrsN NsidH en ngotrame to of traedce al,PnClo 02 toot"eke knowing steps be b teeld.a tap"Mtln.eyreadMd.L Rsb6w bora adFWw tap« .. ikon at tlgharr sen ftrrtanc lir b and M d* wpm • L 1F.puala.las b sex ea iep par ad a mac • Al Penn do 0 as t Was la to or jwae of a"a'rd"a tens to an" 1 The pewit OA M staid to da!stent Stow.iwttdaese WAL Mad«al Oat jobuea • As ternsesa Faanr tis 43 10, eta.'.M bsi1W In aarM► Aew clavi,w oda►baa ewes *Mb dow Maass.."seem mThe hMeatA a ode.A daaharMaWrd ee da pear ata lnarttb{Ibex ddeen ad Mtde+nhas ah4yrt�.nd Mda rpaewMwdaseYearlatdpWAedeerand. r —__ •. _ ..—_._. .• eanMK an r to Marr sands. Or {M Tact brotatt arty lid adpere w.I ver Std"ane JIM*b his Taper of any type are not accaptsb(s sealants for tooling non-wood sheathlnl to eeoaWOM dexo be Saha trM cadunl Or{"ho WA 014L wood or masonry building components. • M prsaaa.sado sato mad meta as 4 vso w/aew and"staid ad aSrbetel . waaa rd tambKe BIW b staled ar{"shoed toddes da bleraK aenhpahmaa Stucco. Sluceo on smerlor Game want may qualify N an Infiltration barrier n eke arbtdsx std Ised AaL dtoialwdata ala 4.0dha bwbedLattk knowing conditions at met: aae"M«teeso %Wheats • ANeftleen.nbNwmMMtadapaaaFdMasWMa«etiatawM I. Tapp4tnriprwaMWephroarhenaseeapl M04natesWOW bwabd ~ + Al Rrrpbcer ant,wad ar.e ala8 Faw dee et tatM tan aid Pots 1 M MM M tla soar"11 Isco char be p.eehat.Tire man aarrrr wall MM be rowel d�Lt7� .dN o trodaereraand stacoa"N«ban s fn soh Vikka.a sw esarMWta$ams eeMlas ceainese ane Irtese els tea►ta �a�«y, ta In1=0 Per POP an It Mune. • AR shat«aa.oad la raethdlartrd ep«v aMR Mre lath tib IoM hail , aSptyreastbsson ds.astats MntnJattatt«daerosrk WdtrkmOAS aastpy..sohM of n; rod"Cob"?A!rl«Mlendtop reeMaL, y My booml.L«ilall, I datrul�atetlea»therlk aedorrM tsoaa"M MpnrtdNwMudsoae«Adgmim AWtrataaaan iwAtpata.to& a 14. doA«s Od asaKlS %A toe MWPW Pad Cw rMe 0417A 84 or eta coaly adored adaa , dI •h4treffon Prtc!!a!J /aids in requirements of practice 81 rued trsetice 82,haeticl NS Imit"Ilial fodowing inNtra kso tedacdeu"dwJgWL or M b IRtrMlas bang«d N WOW In ba C#14 Ser P/ta b dawth it a • r a- sora)"and a$*anMots r«Mhada sosrs«tdMwlarM aasdatertalvasoa de-adr1,dalwar8 1 stated w8«l"Aoral • ::. ppat�ruu��don lrsath N bP flaw N toe ill ams dal ten Katt. • Ricw«d RANK la dal matt{host M atalaa aewM tandRtwd spial ed lereree ren erd see vire law"der"L • A Isetewl atoll N bead a dwtanita, arae►_ • AN eseteK a 0010 Mel M swt4N wen"we wasteland MgaL MW�k .dads foie r fine atla«r and Mw a bodM+ .. or Al'"+`uwd"ktabtda8tr'r«eha"'at"aew'"d war'""'r"ts"' In(Utratfon edrrfns for block Construction 4 k baso Ie aaettldenN ap.tn.wa004"red and MW bona eardltbaN epacartwda«nta.ppy 0aaant"BPPNW40Of 00 , The(allowing building maarlab and tysteim Mn nosily to kdntradon batrian kr died roof""it block eomtn clime L Mot pM A vow h.hadh rrMb sit la tw aweMtta � ahaadl NietdspaeMnd telnled Ex"Of Waltz Exdesior mortar points shall be Wad Ars4 allowed to cora {( p'eta'aw"w'N°"y►'°da rrba'a°°'L then brushed with tamvwy$talent point. A first Coat of masmuy pdv palm and • Gnbo rex"a$a 04112 �ea�ipptras bt laerttiMnad apace aa«tatnSy tman a mini +md. ►of one color coal of paint then be apptle Shreca AN holes in the enter btod race thog,be patched. eta satin en$onry Wal A h w p taut aoaa/.rM.PP1ah wa a anaetaltsMad p.ea than be coaled with a weather resistant stucco layer of at hvl a!/d Md►tddmM shat b pwrwd«H NoeM aprilanae baa«or cad lot cm"dldoua Mae at 1/21neh dddmm fa L AMbaMMnralpdaM/MeerhaRMrntNsdMtaak IsrMR polymerkatuKo. When bttUtrodoa Free"el Is used.notion tlwok W law IN DWI thd use of interior laetetL tnadsrlah end ryelama wldda produce Indoor tot eMuaminmdL 1. Polymerit mask or to natIrreas Coatings(pergln� than be trowtbd an the buesior bkdr wall surface beton=112 out with a urdkrm 2 thidmen a(not lea than 1/4 hick-or. i PloorkBlj{404rgts$hat be wrapped cmdoisously on the interior of the -- CBS wan,held b place by tufting strips or by dlraetly attached wait boar* creating an oft border.of, INFILTRATION BARRIERS. d Cloned Cell ikon(nsubliea beards than be trutaned v a continuous layer AN bhNtrntlon barsiors and sedanto than be suitable IMS-life matetals. AN e4acts en Interior or exatlor terfacs. AN trait and Joints shin be nunhdd or penetndng tha bdMndm ION lin ail be caulked.g"kered a otherwhe sated IN otherwise pealed to battle Sudan, lnfiltraffon Borders/or Log Wall Construction 4dttratlon 6atrieq bur as else vapor retarders(to..pertntancs alt t perm or less) shadd be ba whit In occordann with Chapter 21 of the 1985 ASHKAE Handlad Thm!me e knowing building outeslalt and system qualitya Mtntloa battlers kr N roedsmonfels. Accerdlnl to ASHAAE,air-conditioned buildings In humld log lean construction tumst"when eoolnl dominatd ohm"wive raper nwrdmrs hurdled oda She "Wh of the burdaten. Cv"ftruw Croon Legs. A continuous spline than be ato..ed hal plan,er ltaled With compressible foam psitet tape lnfiknffon Barriersler Franc Construction _. _