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Permits 1681 Linkside Ct N (vault folder) ADDRESS Z, ks 1�6 ---e BUILDING PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB FRAMING COVER-UP_ 6 3 INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRI CAL PERMIT # s-:3 Y INSPECTIONS ROUGH FINAL MECHANICAL PERMIT # PLUMBING PERMIT # L4 9 NOTES: 47 -- -'a—1�v v-I I Cz 7a C: ............. �21 CC) '_7 V L t)ETA 44 0 Go < -A� < tic-, t D w Q, W �-. Q) 40 U U-101�0 2 U-04 9 r)q 3`1 QN 1. Do not cut or after trusses ITRM TRUSS without written pIrmiwoft from True Truss. HANGER'S 7- Trusses will be built in 2 X 6-8 strict accordance '*t 12 1 yout W,I LYS (1- 2 X 18 Approved By. .............. 4 X 18 Date: .................... APPROVED CUSTOMER r- TEFX�, 0 E 5 CITY OF ATLANTIC BtEACH JOB NAME Z905 BUI DI G OFFICE QC ICAM A.41 Loo, N"v 0 IV, Yn LL- rLww my 19 1994 U— Y IL 1) 1 TRUE TRUSS 641-0766 �OB NUfA6ER F-L�f�TjOq 1&8 Al. 08-05-1993 S; III z Y_�' _ZN'M_Zk3[1"VE; JE E; Page 1 of -1 11:07:13 TRUS JOIST MacMILLAN (MAST—siz-SIOOI) MARK 8. ROSE (SOlOD) Project Name: CENTEI HOMES - PLAN 13705 11 8 Page Title: GARAGE DOOR HEADER .......... yJSI11ngTM Y3.40 ---- Building Code XER ---------- Type of Sale Distribution ----- 1193040417 ---------- Application: Deflection Criteria (MR) Member Use............... HEADER Root (non-snow load, LDL) LL Defl TL Defl Member Top Sloge(in/ft)... 0.000 Stress Level............... 1331 Span I L/240 L/180 Root Slope(in/ft)......... 6.000 Live Load(psf)............. 30.0 Floor Decking............... I/A Dead Load(psf)............. 17.0 Repetitive Member Use....... III Partition Load(psf)......... 0.0 Reinforced Overhangs........ III SPECIAL LOADS: Live Load Stress Dead Load Width Starting Point to End Add/Repl I UKIF(plf) 350 1331 220 111- 0.001 51- 6.00' from Lt Repl 2 TRIAX(plf) 0/ 120 1331 0/ 75 51- 6.001 01- 0.00' from Lt Repl 3 COXC(lb) 1750 1331 1110 51- 6.00' from Lt Add 1611 TJI (17)/96 JOIST 161- 6.001 ----------------------------------------------- S I Z E A X A L Y S I S ---------------------------------------------- IMPORTANT! The analysis presented below is output fro& software developed by Trus Joist MacHillan(TJM). Allowable product values shown are is accordance with current TJK materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others, have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJM Engineering. Design assumes adequate continuous support of the joist compression flange. Web stiffeners are required at bearing 1, 2; and special load 3 Maximum Design Allowable Control Shear(lb) 5253 5253 < 5985 1141 RIGHT end Span I under 1331 stress TOTAL Load MomeAt(ft-lb) 24201 24201 < 26215 1081 MID Span I under 1331 stress TOTAL Load Live Defl.(in) 0.595 ( 0.825 L/333 MID Span I under Live Load criteria Total Defl.(in) 0.971 < 1.100 L/204 MID Span I under Total Load criteria Span I Max. Reaction Total(lb) 4414 5253 Live(lb) 2707 3223 Issaxed Brg. Length(la) 3.00 3.00 Max. Unbraced Length(la) 48 Copyright "1 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI"' Is a registered trademark of Trus Joist MacMillan. TJSizingTm is a trademark of Tras Joist MacMillan. TRUSS SPECIFICATIONS FOR CENTEX 3705 A & Q The numbers listed below are a list of truss specifications for the project named above. 'Mese specifications are attached herewith and have been prepared under the responsible charge of the Professional Engineer whose seal is affixed on this index sheet in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23. DRAWING NUMBER DATE 13403 1013 REV 1 5-1-199 13403 2013 REV 1 5-1-1993 13403 3013 REV 1 5-1-1993 13403 4013 REV 1 5-1-1993 13403 5013 REV 1 5-1-1993 13403 6013 REV 1 5-1-1993 13403 7013 REV 1 5-1-1993 13403 8013 REV 1 5-1-1993 13403 9013 REV 1 5-1-1993 13403 10013 REV 1 5-1-1.993 13403 11013 REV 1 5-1-1993 13403 12013 REV 1 5-1-1993 13403 13013 REV 1 5-1-1993 Z 0 PS -11 LUNBEA SMALL BE OF THE SPECIFIED MINIMUM SPADE& 51 CONNECTOR PLATES SMALL BE INSTALLED SYMMETRICALLY ON 0) ALL TENSION CHORD MEMBERS ASSUMED 10 BE CWIINUMJSLY 13) INDICATES LATERAL SPACING MEMBEPI 11)(4 MIN.) SPECIES. AND 19%WAXIMUN MOISTURE COP17ENI OR SUCH THAT THE JOINT. SPACED By EITHER 3/8' TWIN) PLYWOOD SHEATHING, 112" 14) INSTALLATION AND ERECTION OF THE TPUSS. PERM"4ENT. AND is OF HIGHER A�LGWABLE STRESS VALUES. ILL'.,ALLXS USED 51 TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (WIMI DRYWALL OR SPACING MEMBERS SPACIEO 10' a.t. (MAXI. TEMPORARY SPACING SHOULD BE GONE IN ACCORDANCE WITH FOR DESIGN ARE BASED 014 THE LATEST EGIIION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE, UNLESS NOTED OTHERWISE, CUPAE14T TPI SPACING AIM ERECyION PUBLICATIONS.CIFICA- TI�NAL USIGU 5TANDARDS PUBLIS"ED av THE NATIONAL 7) V-2000 APPROVAL MR49CRS: UBC 2342. FMA TCB1 2014. SSCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED 10 BE CGNTINUOUSLV15) THIS DESIGN CONFORMS TO CURRENT TPf DESIGN SPE F ORES I PRODUCTS ASSOCIATION 7251. BOCA FILE 96-125 SPACED BY EITHER 3/9 061M.) PLYWOOD SHEATHING. 1/2' 110"S FOR METAL PLATE CONNECTED WOOD TRUSSES AND THIS DE SI ON IS BASED ON CLARf C0NqECTOA PLATES ONLY 0) THIS TaUSS HAS BEEN DESIGNED FDA THE LOADING SHOWN (MIN.) OAVWALL OR BRACING MEMBERS SPACED AT 16' D.C. GUALI1Y STANDARDS FOR TRUSSES. 3t COXVIE C I OR PL A TES SIIES ARE BASED ON AXIAL FORCES ONLY., ON THIS GAINING. INSTALLATION AND USE SHALL CONFORM (MAXI. UNLESS NOTED OTHERWISE. gal MIT MEMBER OF THE TAM WAY BE CUT OR MODIFIED IN ANV AV. .j C0101E C TOP K IT f SIZES 'RE CAL LED OUT WIDTH IACAOSS SLO S) WITH IN I S w IGN 0) SS INDICATES BEARING LOCATION. 0) SPECIAL HMJDLIND CAPE SHDULD BE TAXEN DURING SHIPPING AND 81 LENGTH (ALONG SLOTS) M40 )HE ORIENTATION Of T-E 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HID-91 FOR RECOMMENDATIONS S,Z FNCIT'i. IVENTIC GURATIGH, -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. RUN RUN 1-5-14 1-5-14 Max Height 5-7-3 7A PLF 12 368# 12 3780 3760 6 �77' 4� + _�37,81 3�7111 10 193:0 1930 to 68# 1361 t;6# 68# 960# 960# [3.5127X 13,5127% (n 3x4 3X4 3x4 20 PLF 7-2-3 6-7-11 7-2-3 t-4-0 1-4-0 (L-R) 21-0-0 G TY Enclosed Re,stdentiat CODE: Standard Building Code (SBCCI 1991) MHt _1 3 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: G 30 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 4 maximum deflection occurred at bottom joint #3. MaxiMUM Live Load Deflection of .050* (1/16). Index-.082, (L/4345) Maximum Total Load Deflection of .09" (1/16). Index-.086. (L/2800) f�> PC 0 H CLARY DIVISION __�LATE TYPE- C. SPACING LOADING JPSF) TC LUMBER TRUSS: 21'0* COMMONS ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 02 09 SP ENG. FOR4 TRUE TRUSS INC. JODI S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992 GRAND PRAIRIE. Tx 75051 6.1 DL Tc 7 2X4 #2 Ds SP LAYOUT 10� OFJ (214) 660-3940 PCAyE__AAEK._t_T_14C_._FM__ST_L LL BC 0 WEBS MEMBER TRUSS PLATE INSTITUTE lea 331,33 DL SC 10 2X4 03 SP ADDRESS: SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 3/15 I LUMBER SHALL BE OF THE SPECIFIED Inl"GRADES, 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 %P' INDICATES LATERAL SPACING MEMBER IIX� WIN.I SPECIES. AND 19%MAXIMUM MOISTURE CONTENT OR SUCH THAT THE JOINT, BRACED BY EITHER 3/8- IMIN) PLYWOOD SHEATHING. 112* J4) INSTALLATION AND ERECTION OF THE TRUSS. PERMA14ENT IS OF HIGHER ALLOWABLE STRESS VALUES. ALL"VALUES USED 61 TOP CHDRD SPLICES ARE NOT RECOMMENDED TO OCCUR THIN) DRYWALL OR BRACING MEMBERS SPACED 10' O.C. (MAX), TEMPORARY SPACING SHOULD BE DOM IN ACCOF43ANCE WITH Fop DESIGN APE BASED ON THE LATEST EDITION Of THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. LMALIESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. TIC44AL CtSIC44 STANDARDS PUBLISHED By THE NATIONAL IJ V-2000 APPROVAL NLONNERS; USC 2342. FhA TCS 2014. SBCC 11) ALL COMPRESSION CHORD mEmSERS ASSL06ED TO BE CONTINUDUSLV351 TnIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION 725t. BOCA FILE 86-125 SPACED BY EITHER 3/8- THIN.) PLYWOOD SHEATHING. I/?' ITONS FDA METAL PLATE CONNECTED WOOD TRUSSES AND a) THIS DESfG" 15 BASED D"CLAP'COINJECTOA PLATES ONLY 01 THIS T"S HAS BEEN DESIGNED FOP THE LOADING SHOWN (WIN.) DRYWALL On BRACING 04EMKAS SPACED AT 16' o.C. (XIALITY STANDARDS FOR TRUSSES. 3j COMECTOP PLATES SIZES ARE C BASED ON AXIAL FORCES ONL V ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (WAY). UNLESS NOTED OTHERWISE. 161 No MEMBER OF THE IF"S MAY BE CUT OR MODIFIED IN ANY WAY. A) CONNECTOR PLATE SIZES ARE ALLEO OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) INDICATES BEARING LOCATION. 171 SPECIAL W40LING CARE SHOULD BE TAKEN DURING SHIPPING AND By LENGTH fALONG SLOTS) AND THE ORIENTATION Of THE 91 THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE KIII-St FOR RECOMMENDATIONS SIZE CAL� OUT 15 THE DIPEC LOhOING_AND CONFIGURATION -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -AOOITIONAL PLAYING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS P40T THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. RUN 4-7-8 4 4-4-8 3-0-0 4-4-8 4-7-8 RUN 1-5-14 1-5-14 74 PLIF Max Height 4-10-3 12 6 273# 273# 130 .41 + 12 322* 322# 4- 41 3221# 312, 160# 1600 41 86# Be# 960# 9601 [3.5127X [3.5127X 3x4 5x6 3xB 3x4 20 PLF 9-0-0 3-0-0 9-0-0 1-4-0 21-0-0 1-4-0 Forces(L-P) BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 no MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 0-'0 111 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 A80VE FOR BRACING REQUIREMENTS. No trusses: I maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of .057* (1/15). Index-.082. (L/44211 Maximum Total Load Deflection of .089' (1/15), Index-.085. (L/2831) t>RE U -H A TRUSS: 21'0' H-9 # CLARY DIVISION _�LATE TYPE. _�.C. SPACING LOADING (PSF) TC LUMBER ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 Ds SIP ENG. FOFt TRUE TRUSS INC. 1801 S. GSW PKWV. BC LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992 np GRAND PRAIRIE. TX 75051 6'i DL TC 7 2X4 #2 Ds SP "OFe' (214) 660-3940 PL_ATE-AAEX_-._t-INC_-_FM_STL_ LL SC 0 WEBS LAYOUT TO: Z. MEMBER TRUSS PLATE INSTITUTE 244 33-33 DL BC 10 2XXI 03 SP ADDWSS: SCALE: I TOTAL 47 EXCEPT AS MAY BE NOTED 1 3/1- I_L14aeR SMALL BE OF THE SPECIFIED WINIMIx,WADES. 5) CONHEC7DA PLATES SHALL BE INSTALLED S�w,METRICALLY ON TO ALL TENSIGH CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY is) 0- INDICATES LATERAL BRACING MEMBER 0X4 MIN.1 SPECIES. " f9X MAXIMUM MOISTURE CONTENT OR SUCH THAT THE JOINT, BRACED By EITHER 3/e- (MIN) PLYWOOD SHEATHINO. 1/2' JAI INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS OF HIGHER ALLOWABLE STRESS VALUES� ALL'VA4.UES USE13 51 TOP CHOP43 SPLICES ARE NOY RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10* 0— (MAX). TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE WITH FOR VESIG14 ARE BASED (Al THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. Uf"SS N07ED OTNERWISE. CUFWN1 IPI BRACING AND ERECTION PUBLICATIONS- TIONAL DESIGN STAIZARDS PUBLISHED BV THE NATIONAL 7J V-2000 APPROVAL NUMBERS: UBC 2342. FMA TCEI 2Ot4. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINuousLytei THIS DESIGN CONFORMS TO CUFVWENT TPI DESIG14 SPECIFICA- ;ORESI PRODUCTS XSSo_'AT1(k4 7251, BOCA FILE 66-%25 BRACED OV EITHER 3/0" (MIN.) PLYWOOD SHEATHING. J/?* TIOUS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS OESI&4 15 BASED U1 CLARY COMISECTOR PLATES ONLY 01 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (WIN.) DRYWALL OR BRACING MEJ"AS SPACED AT 16' o.c. QUALITY STANDARDS FOP TRUSSES. 51 CorojeCIOP PLATES SIZES ARE BASED 014 AXIAL FORCES O"LV' ON THIS DRAWING, INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 16) No MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN Ally WAY. 41 COj8jECTOQ PLATE SIZES APE C ALLED OUT WIDTH IACPOSS SLOTS) WITH THIS DESIGN 121 Ej INDICATES BEARING LOCATION, 01 SPECIAL HANDLING CAM SHOULD BE TAKEN DURING SHIPPING 00 04 LENGTH (ALC14G SLOTS) AND THE DRIE14TATIO14 OF TME 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES Of ERECTION OF TRUSSES SEE H111-91 FOP RECOMMENDATIONS -CONFIGURATION -REPETITIVE MEMBER STFIESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABAICATOP. -JACKS ARE TO BE 2x4 TOP, 2x4 BOT. JACKS WITH SPANS GREAIER THAN 7-8-JA MUST BE SPECIALLY DESIGNED. RUN 3-2-8 3-6-0 3-6-0 3-2-8 1 3-9-8 ALIN 166.5 1-5-14 #2Ds #20s #209 0205 1-5-14 74 74 PLF 2x4 2x4 2x4 2J14 Max Height 3-jO-3 7-J-0 14-b-0 129# 1290 12 6 5400 583* 540# 41 41 12 Ax4 CAS I>1 248f 248# Z24'�111 4,111 6 eta i3of 1300 4- 660 741# 7410 650 2015# 2015# E 3xB BX8 4X8 3x9 13�515BX (3 5168% 45 20 20 PLF 7-0-0 7-0-0 7-0-0 7-h-O t4A_0 5140 51A# 1-4-0 21-0-0 1-4-0 Forces(L-R) BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13, TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 96 IN AT EACH SUPPORT. MET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS, No trusses: I Truss designed to support 7-0-0 Jack system with outrigger Maximum deflection occurred at bottom Joint 03. Maximum Live Load Deflection of .115* (2/16), Index-.164. (L/2191) Maximum Total Load Deflection of .18" (3/16), Index-.171. (L/14001 6> Pe o S-/I/C?-3 J(a TRUSS: _21'O* H-7 CLARY DIVISION PLATE TYPE: _�.C. SPACING LOADING (PSF1 TC LUMBER ALPINE ENGINEERED PRODUCTS Inc 2X6 #1 Ds SP ENG. FOR: TRUE TRUSS INC. JBDJ S. GSW PKWY. V-2000 2-0-0 LL TC 30 BC LUMBER PROJECT: CENTEX 3705 A DATE; 26 Oct 1992 GRAND PRAIRIE. TX 750,51 6.1 DL TC 7 2X6 01 Os SP LAYOUT 10: TOF) t214l) 650-3940 9L ATC__AAEK: N L LL 6C 0 WEBS MEMBER TRUSS PLATE INSTITUTE 408 33.33 OL ac to 2X4 03 SP ADDRESS: SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 3/S6 ---------- t I LL14BER SHALL BE OF THE SPECIFIED MINIMUM GRACES. 5) CONNECTOR PLATES SHALL BE INSTALLED SYWAETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSIAMED 10 BE CONTINLK)USLY 131 _*' INDICATES LATERAL bRAcl"o MEMBER 0X4 MIH.� S�E CIE S. AND 19X MAXIMUM WOISIUAE MUENT P SUCH THAT THE JOINT BRACED By EITHER 3/0' (MINI PLYWOOD SHEATHtNO, 1/2- f4j INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT, AND IS OF HIGHER ALLOWABLE STRESS VALUES. XLL'VALUES USED 61 TOP CHORD SPLICES AM NOT RECONNENDEO TO OCCUR (MINI DRYWALL OR BRACING MEMBERS SPACED 10' 4,c. (MAX). TEMPORARY BRACING SHOULD K DONE IN ACCORDANCE WITti FOR EJESIC44 ARE BASED ON THE LATEST EDITION of THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CL04RENT IPI BRACING AND ERECTION PUBLICATIOHS� T 1011AL DESIGN STANDARDS PUBLISHED Br THE NATIONAL 71 V-2000 APPROVAL NUMBERS: VSC 2342. FHA ICS 20i,k SOCC It) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY151 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPfCIFICA- F CREST PRODUCTS ASSOCIATION 7251, BOCA FILE 96-125 BRACED By ESTMA 3je- 0410.1 PLYWOOD SHEATHING, 1/2' TIONS FOR METAL PLATE CONKCIED WOOD TRUSSES AND el T HIS DESIGIJ 15 BASED U1 CLARY CONOJECTon PLATES ONLY 5) THIS TAUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (WIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' c.c. DUALITY STANDARDS FDA TRUSSES. 31 Cjy4t*CT0P PLATES SIZES APE BASED ON"t'L FORCES G`&' ON THIS DRAWING. INSTALLATION ANO USE SHALL CONFORM 04AXI. UNLESS NOTED OTHERWISE, je; No MEMBER OF THE TRUSS 14AY BE CUT OR MODIFIED IN w4y WAY, 41 COj*jECT(',A PLATE SIZES ARE CALLED OLI, WIDTH IACROSS SLOISI WITH THIS DESIGN 12) INDICATES BEARING LOCATION. 01 SPECIAL "04MIliG CARE SHOULD BE INK0 OUR1146 SHIPPING MiD By Lfh4t" (ALONG SLO15i AND THE OPIENtATI(N4 Of THE 9) THIS DESIGH IS APPLICABLE 10 SHORTER SPAN TRUSSES OF ERECTION OF IMUSSES SEE HID-91 FOR RECOMMENDATIONS -CONFIGUR ATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLAYING FOR HANDLING TRUSSES IS RESPON51BILITY OF FABRICATOR. 4-0-0 4-0-0 37 PLF Max Height 2-4-3 F 137t 12 12 69# 594 11 ,4, T647# 3T! .Ell 784# 784# 13.5122% 13.5)22% 174.5 PLF X 3X4 3x4 f A-0-0 j 4-0-0 ForCtg(L-A) 8-0-0 BUILDING TYPE: Enctosed Resfdentiat CODE: Standard Suftding Code (SOCCI 1991) WIND SPEED: 110 mph HEAR ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 600,�, N AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: I One Half Of 7-0-0 Trusses supported by Sot Chord maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .012' (0/16), Index-.044. (L/80001 Maximum Total Load Deflection of .019" (0/16), Index-.048, (L/5053) CLARY DIVISION PLATE TYPE: O,C. SPACING LOADING JPSF) TC LUMBER TRUSS: 8'0" COMMON GIRDER 7 ALPINE ENGINEERED PRODUCTS Inc V..R000 2-0-0 LL Tc 30 2X4 #2 Ds SP ENO. FOR; TRUE TRUSS INC. - ...) 1801 S. 651W PKWY. BC LUMBER PROJECT; CENTEX 3705 A DATE; 26 Oct 1992 GRAND PRAIRIE, TX 75051 6.1 DL TC 7 2X6 #1 05 SP OF1 3 1214) 660-3940 -PLATE AAEJT-.____9 INC_. FCA_STC_ LL OC 0 WEBS LAYOUT W. MEMBER TRUSS PLATE INSTITUTE 92 33.33 OL OC to 2X4 #3 SP ADDRESS. SCALE: I TOTAL 47 EXCEPT AS WAY BE NOTED 1 1/2 INDICATES LATERAL SA CIT4 MEMBER (IX4 MIN.1 LU`jBEP SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECIOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON tOI ALL TENSIGH CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) X 5�ECIES, AND 19%MAXIMUM MOISTURE CONTE,j, OR SUCH THAT THE JO I NT BRACED BYWEITHER 3/13- 4MIN) PLYWOOD SHEATHING. 1/2' 14) INSTALLATION AND ERECTION OF IT* TRUSS PERMANENT AflD 5 Of �JGIEP ALLOWABLE $TRES 61 lop CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR .N) DRY ALL OR SPACING MEMBERS SPACED 10' 0 C. IMAX). TEMPORARY SPACING SHOULD SE u011E 11,AC�OPDANCC WIIH TALUTES UNL TPI BRACING AM ERECTION PuBLICATI(XIS. S V ALL VALUES USED Fop DESIGN ARE BASED ON T"E LA E EOITIG,�OF THE HA- 71 GIRECTL� ABOVE A BOTTOM C"QPID SPLICE. ESS NOTED OTHERWISE, CURRENT TIC04AL DESIU4 STMIDARDS PUBLISHED By THE NATIONAL V-2GOO APPROVAL lAJMSERS: VSC 2342. FHA TOO 20t4- SBCC I%) ALL. COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUDUSLY15) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCI&TI0,4 725t. BOCA FILE 06-t25 BRACED BY EITHER 3/8" (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FDA METAL PLATE CONNECTED WOOD TRUSSES AND 21 THIS DES IGIJ 15 BASED Otl CLARY COJ#lECyOp PLATES ONLY, 91 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN WIN.) DRYWALL OR SPACING MEMBERS SPACED AT 16' c.c. QUALITY STANDARDS FOR TRUSSES. 3T COI.JECTOR PLATES SIZES APE BASED AXIAL FORCES O"LV' Oil THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 161 No MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. A; COISIECIOR P 014 1 SPECIAL HANDLING CARE SHMA_Q BE TAKEN DURING SHIOPTHO AND LATE SIZES APE CALLED OUT w GIN IACADSS SLOTS) WITH THIS DESIG" t2l INDICATES BEARING LOCATION. 01 I IS De 'G' IS I CAJI 0 SHOP 1111 SIAN TRUSSES OF ERECTION OF TRUSSES SEE mIS-91 FOR SECOMMENOXTIONS T '"T" 'ALD"G S 0 TS) A6'0,,THE.'.,�1NTLT1ON OF T 9' IC "I, OUT IS N 21 PE HE NMI �Sll LOADIMAND -CONFIGURA71ON AM LOADING SPECIFIED BY FABA CATOR -REPETJTIVE MEMBER STKSSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPON511111.11Y OF FABRICATOP. 4-0-0 3-0-0 1-5-14 Max Height 2-4-3 74 PLF 12 12 6 2370 6 41 1370 10 4- 3� 640 r_1 304# 3000 13.5)6% [3.516% 4x4 20 PLF 2X4 4-0-0 3-0-0 Forces(L-R) 7-0-0 --- BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 no MEAN ROOF HEIGHT: 13 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 1i ABOVE FOR BRACING REQUIREMENTS. NO trusses: 3 maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .003" 10/16). Inciax-.0i4, (L/28000) Maximum Total Load Deflection of .005* (0/16). Index-.014. (L/16800) r U) J T_ TRUSS: CLARY DIVISION _�LATE TYPE: C. SPACING LOADING (PSF) TC LUMBER 7'0" STUB COMMONS ALPINE ENGINEERED PRODUCTS ITIC V-2000 2-0-0 LL Tc 30 2X4 #2 09 SP ENG. FOR: TRUE TRUSS INC. - re i8ol S. 6SW PKWY. BC LUMBER PROJECT. CENTEX 3705 A DATE* 26 Oc Al 6.1 DL Tc 7 2X4 02 Ds SP t 1992 50F GRAND PRAI E. TX 75051 -PL:ATF LL SC 0 LAYOUT TO: (214) 650-3940 WEBS _-3 MEMBER TRUSS PLATE INSTITUTE 116 33.33 DL SC 10 2X4 03 SP ADDRESS: SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 1/2 E BRACING MEMBER IJX4 WIN.) 11 1UNBEA SMALL BE OF THE SPECIFIED MINIMUM GqAO%CN 51 CONNECTOR PLATES SHA"BE INSTALLED SYMMETRICALLY ON to) ALL I NSION CHORD MEMBERS ASSUIMED TO BE CONTINUOUSLY 131 -0' INDICATES LATERAL SPECIES. AND 19%MAXIMUM MOISTURE CONTENT OR THAT THE jo INT BRACED By EITHER 3/0- (WIN) PLYWOOD SHEATHING. 1/2- JAJ INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS OF HIGHER ALLOWABLE STRESS V*LUE:S, ALL'VALUES USED 6) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MINJ DRYWALL OR BRACING MEMBERS SPACED 10' G,c. IMAX). TE14POFIARY BRACING SMOULD Be GONE IN ACCORDANCE WITH fop DESIGN ARE BASED ON 1"E LATEST EDITION Of TME"A- OIPECTL� ABOVE A BOTTOM C"WO SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. 11ONXL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 7J v-2000 APPROVAL NUMBER& USC 2342. fMA Ice 20t4. SOCC III ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINLUJSLVIS) THIS DeSIGN CONFORMS To CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 96-126 BRACED BY EITHER 3/8* IMIN.) PLYWOOD SKATHINGL 1/2. TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND THIS DESIGN 15 BASED (01 CLARY CONNECTOR PLATES ONLY III THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN VAIN-) DRYWALL OR BRACING MEMBERS SPACED AT 16' a DUALITY STAHIIARDS FDA TRUSSES. 31 C&SIECTOR PLATES SIZES APE BASED ON AXIAL FORCES Ot&'- ON THIS DRAWING. INSTALLATION AND USE SMALL CONFORM IMAX). UNLESS NOTED OTHERWISE. 161 No MEMBER OF THE TRUSS WAY BE CUT OR MODIFIE0 IN ANY WAY. Al CONNECTOR PLATE SIZES APE CA&LEO oil *1010 JACROSS SLOTS1 WITH THIS DESIGN tal INDICATES BEAAINO LOCATION. III SPECIAL MANDLINO CARE SHOULD BE TAKEN DURING SHIPPING AND BY LENGTH 1ALONG SLOTS1 AND THE opIENjArlom OF TOE 91 THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE mle-91 FOR RECOMMENDATIONS C T P,ATF ENGTH, IDENTICAL LOADING AND C2kIGURAIIOH -CONFIGURAT CA -AEPETI7IVE MEMBER STRESSES NOT USED, -40ITIONAt- PLATING FOR HANDLING TRUSSES 15 RESPONSIBILITY OF FABRICATOR. 7-0-0 ALIN 1-5-14 MaX Height 3-10-3 74 PLF 12 237# 6 -4- Cq 2370 -41 1- 640 640 -T- -T- 302# 302# 13.5)8% 20 PLF x 2x4 ry Force 5 IL-R) 7-0-0 P> BUILDING TYPE: Enc toSed Residential CODE: Standard Building Code (sBCci 1991) 1-4-0 7-0-0 WIND SPEED: 110 q* MEAN ROOF HEIGHT: 13s TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOMS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 4 Mid panel point deflection .4388 t> Pei ick r w i CLARY DIVISION PLATE TYPE: O,C. SPACING LOADING (PSF) TC LUMBER TRUSS: MONOS ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 Os SP ENS. FOFt TRUE TRUSS INC. - ["5 loot S, GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992 GRAND PRAIRIE. TX 75051 6*I DL Tc 7 2X4 02 Ds SP LAYOUT TO: (2141 660-3940 -VLWTE-AAEX�—VT-NC—T0W1TL— LL EIC 0 WEBS DL SC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 40 33-33 TOTAL 47 EXCEPT AS MAY BE NOTED 1/2 (IX4 MIN.) 11 LUNBEA SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CO"HECyDP PLATES SHALL BE INSTALLED SYMMETAIMLY ON 10) ALI. TENSION CHOW MEMBERS ASSUMED TO SE CONTINUOUSLY tSI 3%; INDICATES LATERAL &gXCING MEMBER SPECIES. A14D 19X MAXIMUM I I on SUCH THAT THE JOINT. BRACED By EITHER 3/6* (MIN) PLYWOOD SHEATHING. 1/9- 1 4) INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND I No S URE CO"TE"T'VALUES USED MIN DRYWALL OR SPACING MEMBERS SPACED 10' a.c. (MAX). TEMPORARY SPACING SHOULD BE DONE IN ACCORDANCE WITH FS 01 HIGHER ALLOWABLE STRESS VALUES, ALL 51 TOP CHOSO SPLICES APE NOT RECOMMENDED TO OCCUR UhLE15S NOTED OTHERWISE, CUFqEHT TPI DR-LCI14G AND ERECTIO14 PU13LICA 4S. I AP OR I ". f 0 A'ED ON I'll LATEST EO1y1DN OF THE NA DIRECTLY ABOVE A BOTTOM CHORD SPLICE. III TIONOLSI�IGH STRA)AR S P THE NATIONAL 71 V-a000 APPROVAL NUMBERS: USC 2342. FHA ICH;!014. S5CC 111 ALL COMPRESSION CtWM MEMBERS ASSUMED TO BE CONTINUOUSLYT6) THIS DESIGN CONFORMS TO CURRENT IPI DES C-N SPECIFICA- A PRODUCIS 0 UBLIS�EO By SA PLATE CONNECTED WOOD TRUSSES AND TOMES I ASSOCI A TIOn 726t. BOCA FILE 96-125 1 ACED BY EITHER 3/9' (MIN.) PLYWOOD SHEATHING. 1/2 710"S FOR METAL 21 THIS DESIGN IS BASED 0"CLA:y,CON#4ECTDR PLATES ONLY. 0) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN MIN.) DRYWALL On SPACING MEMBERS SPACED AT iG* a.c, QUALITY STANDAP"FOR TRUSSES. 31 COr#1E TOR PLATES SIZE APE A ED ON AXIAL FORCE S O`#LY 014 THIS DRAWING, INSTALLATION AND USE SHALL COP*ORM (MAX). UNLESS N07FED OTHERWISE. 151 NO MEMBER OF THE TRUSS WAY BE CUT OR MODIFIED IN ANY WAY. A, CD,*,ECTOA PLATE SIZESSAAE CALLED Ou I #I()I" IACAOSS BLOIS) WITH THIS DESIGN 121 INDICATES SEARING LOCATION. S7) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND C a, LENGTn fALU46 SLOTSI AND T11E ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF EREC71ON OF TRUSSES SEE mle-91 FOR RECOMMENDATIONS Iff DIRECILON OF NO COWIGURAYION -CONF RICATOR -REPET I TIVE MEMBER STRESSES NOT USED. 3-2-S -ADDITIONAL PL A TING FOR HANDLING TRUSSES IS KSpONSIBILIlY Of FABRICATOR. max Heignt 3-0-3 M 37 PLF 540 12 4*1b 650 6 881f 16150 7340 IT, IT- 17410 17280 13.515OX (3 5149% 503.5 PLF L_J Force5(L-R) BUILDING TYPE: EnCtosed Resfdential CODE: Standard BuiLding Code (SBCCI 1991) WIND SPEED: 110 ffph 4X4 X 3x4 MEAN ROOF HEIGHT: 131 TRUSS LOCATION; (Se) area 3-9-8 3-2-0 UPLIFT CONNECTION REQUIRED: 4 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. 7-0-0 No trusses: I One Halt of 21-0-0 Trusses supported by Sot Chord Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .021' (0/16). Index-.089. (L/4000) Maximum Total Load Deflection of .033' (1/16). Index-.094, (L/2545) W 7 CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS. 7'0' MONO GIRDER ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL Tc 30 2X4 #2 Ds SP ENO. FOFt TRUE TRUSS INC. to 1801 S. GSW PKWY. 6.1 OL Tc 7 BC LUMBER PPAhJECT: CENTEX 3705 A DATE,. 26 Oct 1992 GRAND PRAIRIE. TX 75051 _P_LWTE_KAEK_-._t__rN_C_TWSTL_ LL OC 0 2X6 #1 06 SP LAYOUT 10: q;1 3 1214l 650-39AO OL 8C 10 WEBS 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 158 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 3/4 I I LUMBER$HALL BE OF THE SPECIFIED MINIMUM GRACES, 5) CONNECTOR PLATE$SHALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHORD MEMBERS ASSUMEO TO BE CONTINUOUSLY 01 00' INDICATES LATERAL SPACING MEMBER 41XA MI SPECIES, AND ISX MAX INUM Not STURE M47ENT OR SUCH THAT THE JOINT. SAACEO BY EITHER 3/0" (MIMI PLYWOOD SHEATHING. t/2- t4l INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT, AND, is of HIGHER ALLOWABLE STRESS VALUES. ALL'VALUES USED 5) TOP CN(Y%O SPLICES AM NOT PECOMMENDEO TO OCCUR THIN) DRYWALL OR GRACING MEMBERS SPACED SO* a.c. (MAX]. TEMPORARY SPACING SHOULD BE DONE IN ACCOPOANCE WITH fop DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPf BRACM AND EPECTIO14 PUBLICATIONS, TIONAL DESIC44 STANDARDS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBER& USC 2342. FnA TCS 20iA, SOCC it) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY25) THIS DESIGN COWORMS To CURRENT TPL DESIGN SPECIFI CA- FOREST PRODUCTS ASSOCIATION 7251, BOCA FILE 86-125 BRACED BY EITHER 3/0" (MINA PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED W=TRUSSES ANO THIS DESIGN IS BASED ON CLARY CDNHEcToA PLATES ONLY 01 THIS TRUSS WAS BEEN DESIGNED FDA THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT Ira o.C. DUALITY STANDARDS FOR TRUSSES. 31 CDr*jECTOA PLATES SIZES ARE BASED ON AXIAL FORCES ONLV, ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 16) No WENDER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. 41 CorsiECIOP PLATE SIZES ARE CALLED OUT WIDTH IACAOSS SLOTSI WITH THIS DESIGN 12) 12 INDICATES BEARING LOCATION. t7j SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND By LENGTH (ALOtIG SLOTS) AND THE ORIENTATION Of THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES Of ERECTION OF TRUSSES SEE"to-9t FOR RECOMMENDATIONS NO CONFIGURATION -cow -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. 3-2-4 RUN 7-4-7 5-5-15 6-7-11 4-6-10 4-8-6 4-0-12 RUN 1-5-14 1-5-14 Max Height 10-7-3 12 F 74 PLF "IZQ 5 12 A 6 [�;;' 4 4 I>�� S214 4'�11 I 2 12 7# (3.5145$3.516% 3x5 10 (3.5130% A 4xa 20 PLF 3x5 X 8x6 CU F__ I 7W# 7-4-7 5-5-15 6-7-11 9-3-0 7-3-0 - ForC49(L-A) 1-4-0 1-4-0 BUILDING TYPE: Enclosed Residential 37-0-0 CODE: Standard Building Code (SOCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 139 TRUSS LOCATION: (Se) area -91 # AT EACH SUPPORT. UPLIFT CONNECTION REQUIRED: 65L NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: I Special Loading; Refer to Loading Diagram THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 50.88' from the left end of bottom panel 04. FASTEN TOGETHER WITH: 2 members Required Maximum PPLive Load Deflection of .162' (3/16). Index-.164. (L/2193) TOP 10d NAILS 12:0.C. Maximum PPTotal Load Deflection of .253* (4116). Index-.171. (L/1404) SOT 10d NAILS 12 D.C. WES 10d NAILS 12.D.C. Pe U 5-1-q,3 H-n (.Lo I r�) FASTEN AT OR NEAR ALL PANEL POINTS. 00 NOT HAIL OR 13OLT THROUGH TRUSS PLATES. (PSF) TC LUMBER TRUSS: r CLARY DIVISION __�LATE TYPE: C. SPACING LOADING 37'0' SPEC GIRDER ALPINE ENGINEERED PRODUCTS InC V2000 2-0-o LL TC 30 2X4 #2 Ds SP ENG. FOR: TRUE TRUSS INC. 100i S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992 GRANO PRAIRIE. TX 75051 5.1 -C7-FW DL Tc 7 2X5 #1 Ds SP LAYOUT 10: _PCATE_AAE STL LL BC 0 WEBS (214) 560-3940 T..- -rN DL BC 10 2X4 03 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE 508 *SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 y 31 30' INDICATES LATERAL BRACING MEMBER (IX4 MIN.) ,I LUMBER S LL BE OF THE SPECIFIED WINIWUm rpADES. 5) C(W*4ECIDA PLATES SHALL BE IV45TALLED SYMMETRICALLY ON 10) ALL IENSIO.CHORD MEMBERS ASSUMED TO BE CONTINuousL S.ECICS. At4 19%MAXIMUM MCISIURE C01JTENI' OR SUCH THAI THE JOINT. BRACED BY EITHER 3/8" IMI14 PLVWOOO SHEATHING. t/2- tAl INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS Of �IGftk:P ALLOWABLE STRESS VALUES� " VALUES USED 5) TOP CHORD SPLICES Ape HOT RECOMMENDED TO OCCUR (MIN) DFI�WALL OR SPACING MEM0EPS SPACED 10* O-C (MAX). TEMPORARY SPACING SHOULD BE DONE IN ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION of THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE CURRENT TPI SPACING AM ERECTION PUPLICA'TIONS- TIOJAL DESIGN STA140ARDS PUBLISHED ev THE NATIONAL 71 V-2000 APPROVAL w*0EPS: UMC 23A2. F"A TOO 2014. SBCC 11) ALL COMPRESSION CHORD MENKAS ASSUMED TO BE CONTINUDUSLVI61 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST QMIJCIS ASSOCIATIOt, 7251. 60CAL FILE 06-126 BRACED BY EITHER 3/9- IMINA PLYWOOD SHEATHING. 3/2- TIONS FDA METAL PLATE CONNECTED WOOD TRUSSES AND Rj THIS DEST&j IS BASED ON CLAAf COtliECTOR PLATES OILY 01 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN-I DRYWALL OR BRACING MEMBERS SPACEO AT 16- a.c. QUALITY STANDARDS FOR TRUSSES. �j CG#&ECTOR PLATES SIZES ARE BASED 014 AXIAL FORCES Ot&y' ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE. 161 No MEM13EA OF THE TRUSS WAY BE CUT OR MODIFIED IN ANY AV. A) Cot*jECTDA PLATE SIZES APE CALLED OUT WIDTH JACAOSS SLOTS) WITH THIS DESIGN 12) EM INDICATES BEARING LOCATIOM. 171 SPECIAL HANDA-ING CAPE SHOLILD BE TWEN DURING SHIPPING AND B0 LEP4TH (ALONG SLOTS) AND THE DRIENTATIO14 Of THE 9) THIS DESIGN 15 APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIS-9t FOR RECOMMENDATIONS -CONFIGURA -ADDITIONAL PLATING FOR HANDL ING TRUSSES IS RESPONSIBIL17Y OF FABRICATOR. -FALSE BOTTOM CHORD INFORMATION FALSE SOT 27-8-0 ON LEFT, VERTICAL SPACING-4-0-0. USE MINIMA OF 2xA PLATE FOP FASTENING FALSE BOT CHORD VERTICALS. USE 3x4 MIN. FOR SCARF ON FALSE 807 CHORD. )r- TRUSS BOTIOM CHORD ABOVE FALSE BOTTOM ChORD MUST BE BRACED WITH 1$4 CONT. LATERAL BRACING AT 2' D.C. MAX SPACING. RUN 7-1-3 6-6-li 6-SO-3 5-2-0 5-4-12 5-11-4 1-5-14 Max Height 10-7-3 F-- 74 PLF 12 5)(5 > 4450 496# 391# 494# 4090 4111 '9" 4.9.1 2'! 6 252t 494 9" tlo, 5. 94# t1of 56# loot 203# 11 mo 17tit 1712# (3.51493 (3.5149X in 0 X 3X6 14 - 5x6 ,j 6 20-PLF 3x6 3z4 12 10-4-8 10-1-8 1-2-0 4-0-0 5-4-12 5-11-4 Force3k-R) 1-4-0 1-4-0 BUILDING TYPE: Enclosed Resfdentiat 37-0-0 CODE: standard Building Code (SBCCI 1991) WIND SPEED: 110 irph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area F7" # AT EACH SUPPORT. UPLIFT CONNECTION REQUIRED: MET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: I Maximum deflection occurred at bottom joint #5. Maximum Live Load Deflection at .214" (3/16), Index-.173. (L/2075) Maximum Total Load Deflection of .335' (5/16). Index-.181. (L/1325) TRUSS: '-j-7'0" SPEC CLARY DIVISION PLATE TYPE: ox. SPACING LOADING (PSF) TC LUMBER ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL Tc 30 2X4 #2 Ds SP ENS. FOFt TRUE TRUSS INC. - t 1992 JBOJ S. GSW PKWY. BC; LUMBER PROJECT: CENTEX 3705 A DATE*. 26 Oc GRANO PRAIRIE, TX 75051 6.1 DL Tc 7 2X4 #2 Ds SP LAYOUT TO: 12141 650-3940 _PCATE-AACA�—t--fQC—FW-9TU- LL OC 0 WEBS 7o 1 546 33.33 DL 9C 10 2X4 03 SP ADDRESS: —iCALE.- MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED US I LW�B�P"LL BE OF THE SPECIFIED MINI"GROESkH 51 C014WCYOA PLATES SHALL BE INSTALLED SYMMETRICALLY ON tO) ALL TENSION CHORD MEMBERS ASSUME0 TO BE CONTINUOUSLY 13) 101, INDICATES LATERAL BRACING MEMBER (JX4"IN SPECIES. AND 19%MAXlk�'OISTURF CONTENT, OP S I H AT THE JOINT BRACED BY EITHER 3/8" (MIN) PLYWOOD SHEATHING. f/2' 141 INSTALLATION AND ERECTION OF IHIE TRUSS. PERNATWHI. At� 15 OF "I ChEp ALLONABLE STRESS VALUES, ALL VALUES USED G) fop CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR INIHI DRYWALL 00 BRACING MEMBERS SPACED 10' Q.c. (mAXI� TEMPORARV BRACING S"OLJLD BE GONE 114 ACCORDANCE WITki FOR DESIGN ARE BASED OH ,HE L A TEST ED I I JON of IHE"A- D IRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED GINEAMISe. CUFOENT TPI BRACING AND ERECTION PUBLICATIONS. t jof'AL 0'SIGU STA14DARDS PU13LISHED by THE NATIONAL 7) V-2000 APPROVAL NuMMERS: UBC 2342. FHA TCO 2014. SOCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIm"sLY151 THIS DESIGN CONFORMS 10 CLOVIENT TPt DESIGN SPECIFICA- �OOE 5 1 PROOUCTS ASSOCIATICtj 7251. BOCA FILE 06-126 BRACED BY EITHER 3/8' (MIN.) PLYWOOD SHEATHING 3/2- TIONS FDA METAL PLATE Cot#ECTED NOW TRUSSES AM 2, 1.Is DEST G" 15 BASED ON CLAR, CCfR1ECTOQ PLATES ONLY 8) THIS TRUSS WAS BEEN DESIGNED FOR THE LOADING SHOW tMIN-1 DRYWALL OR BRACING MEMBERS SPACED AT li� QUALITY STANDARDS FOR 1"sES. 3) CGtajECTOP PLATES SIZES APE BASED 0#4 AXIAL FORCES D"Ly- OR THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 161 NO ME14BEA OF THE TAUSS MAY BE CUT OR MODIFIED IN ANf WAY. 'I C Na BriECTGA PLATE SIZES APE CALLED OUT WIDTH (ACROSS SLOTSI WITH THIS DESIGN 12) Se INDICATES BEAAINO LOCATION. 0) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPI AND ,114GT" IAL11RG SLI111, I" OF '" 91 1 IS DESIGN IS APPLICABLE =OP.TEP SPAN IPU`SSES or ERECTION OF TRUSSES SEE HID-91 FOR RECOMMENDATIONS C" ", IS AIII'l THE PLATE LET-" AND C. IRE -ADOIT I ONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .4" -FALSE BOTTOM CHORD INFORMATION FALSE SOT 7-0-0 ON LEFT. VERTICAL SPACING-4-0-0. USE MINI" OF 2x4 PLATE FOR FASTENING FALSE 130T CHORD VERTICALS. USE 3x4 MIN. FOR SCARF ON FALSE BOT CHORD, TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH lx4 CONT. LATERAL BRACING AT 2' D.C. MAX SPACING. RUN 4-5-0 2-7-0 3-6-11 3-3-3 3-3-3 3-4-15 5-5-0 5-3-4 5-9-12 PAN 1-5-14 1-5-14 max Height 10-7-3 74 PLF 12 `zQ 5 > 327# 247# 242# 395# 5*11 252f 399# 12 44 246#227# X 3 '53�, 1151 SOf 1191 1261 1631 BI# 660 l7t2# ?.,L3 17;10 [3.5)49) 13.5)49% ��4.41- 3x4 1.4 SX8 3x6 3XS --o 3.58 20 PLF 12 7-0-0 4-7-12 4-4-4 4-6-0 8-0-10 B-5-6 Forces(L-R) 420S #20S 1120S 0206 020s 1-4-0 2x4 2x4 2x4 2x4 2x4 1-4-0 BUILDING TYPE: Enclosed Residential 37-0-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 alph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 2 maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of .595* (10/16). Inclex-.482. (L/7461 Maximum Total Load Deflection of .932* (15/16). Index-.504. (L/476) RECOMMENDED CAMBER: .51" V L) a (cl c(A)I N) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' SPEC A ALPINE ENGINEERED PRODUCTS Inc V__ROOO 2-0-0 LL TIC 30 2X4 #2 09 SP ENG. FOFt TRUE TRUSS INC. - 3 1 Sol S. GSW PKWY. 8C LUMBER PROJECT: CENTEX 3705 A DATE: 25 Oct 1992 GRAND PRAIRIE, TX 75051 6.1 DL Tc 7 2X6 #1 Ds SP _F0"TL_ LL EIC 0 WEBS (2141 660-3940 PLATE-AAEA; C rNC. LAYOUT ID' MEMBER TRUSS PLATE INSTITUTE 652 33.33 OL SC 10 2X4 03 SP ADDRESS: SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 'I I L04SER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEW8EAS ASSUMED To BE CONTINLMuSLY IS) 10' INDICATES LATE94AL BRACING MEMBER (1X4 MIN.1 SPECIES. AND 19%MAXI�MOISTURE CONTENT. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/6* (WIN) PLYWOOD SHEATHING. 1/2' 14) INSTALLATION AND ERECTION OF THE TPAJSS. PERMANENT, AND ,r '44L�*S. ALL 15 OF I_ZP ALLOWABLE STRESS V M.LKS USED 61 TOP CHORD SPLICES AM NOT RECOMMENDED To OCCUR $MIN) DRYWALL OF SPACING MEMBERS SPACED SO' a.c. IMAXI. TEMPORARY BRACING SHOULD Be DONE 114 ACCORDANCE WITH F OR DCSICN ARE BASED ON THE LATEST EOITIO11 OF THE"A- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. LANLESS NOTED OTHERWISE CLOWNT TPI GRACING AM ERECTION PUBLICATIONS. I 10"AL DESIGN STANDARGS PUBLISHED av THE NAIION1XL 71 V-2000 APPROVAL NUMBERS: U8C 2342. FHA 7C8 2014. SEICC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINTjDUSLV%5j THIS DESIGN CONFOMS TO CUwzNT TPI DESIGN SKCIFICA- FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 86-125 BRACED BY EITHER 3/6" (WIM.1 PLYWOOD SHEATHING. TIONS FOR METAL PLATE CONNECTED WDOO TRUSSES AND THIS OESIGN IS BASED rAJ CLARY CONNECTOR PLATES ONLY 0) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT Hi. CKJA)17Y STANDARDS FDA TRUSSES. carvAErTOR PLATES SIZES APE BASED ON 4XI&L FORCES ONLY. 014 THIS DAANING. INSTALLATION AND USE SHALL CONFORM IMAX), UMESS NOTED OTHERWISE, IS) NO MEMBER OF THE TRUSS WAY BE CUT OR MODIFIED IN ANY WAY. Al c�#JECTOA PLATE SIZES Akf CALLED OUT WIDTH (ACROSS SLOTS) With THIS DES16N ia) Be INDICATES GEARING LOCATION. 17W SPECIAL HANDLING CARE SHOULD BE TOLREN DURING SHIPPING AND a LENGTH FALONG SLOTS) AND THE OSTENTATION OF it* 91 THIS DESIGN IS APPLICABLE TO S"ORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE mID-St FOR RECOMMENDATIONS C A"UT ION OF 1nf PLATE I FUG111 IDEM119AL LOADING A?4D.COHFLGURA1IOH. -CONFIGUR ATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -FALSE 130TTON CHOW IWORMATION FALSE SOT 12-JI-S ON LEFT. VERTICAL SPACING-4-0-0. USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE SOT CHORD YEPIILALS. USE 3X4 MIN. FOR SCAFIF ON FALSE SOT CHORD. TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD WS7 BE SPACED WITH ixA CONIT. LATERAL BRACING AT ? D.C. MAX SPACM. PAM 5-0-0 6-0-0 4-9-14 4-8-2 5-5-0 5-3-4 5-!--1-2 RUN 1-5-14 1-5-14 Max Height 10-7-3 74 PLF 12 12 5 C__1 13.5353% it 1 13.5153% 6TTS 3x4 3x6 0 5X5 _=:T A 20 PLF 30 12 5-0-0 6-0-0 9-6-0 8-0-10 6-5-6 Forces(L-A) J-4-0 1-4-0 BUILDING TYPE: Enclosed Residential 37-0-0 CODE: Standard Building Code (SBCCl 1991) WIND SPEED: 110 wo MEAN ROOF HEIGHT: 134 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: IV AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOAD$ SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 8 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 47.5' from trie left end Of bottom panel #3. Maximum PPLIVe Load Deflection of .42' (7/16). Index-.343. (L/1049) Maximum PPTotal Load Deflection Of .558* lii/m). Index-.359. IL/659) D19c-u 5-1-q3 _Y�o elf tu TRUSS: 37'0' SPEC 0 CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING IPSF) TC LUMBER ALPINE ENGINEERED PRODUCTS InC V2000 2-0-0 LL TC 30 2X4 #2 Ds SP ENS. FoFt TRUE TRUSS INC. - laot S. Gsw PKwY. 6.1 BC LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992 GRAND PRAIRIE. TX 75051 _IQC_ DL TC 7 WEBS 2X4 #2 Os SP (214) 660-3940 -PLATE AREA 9 FOI�FSTL LL BC 0 LAYOUT M. MEMBER TRUSS PLATE INSTITUTE 632 33.33 DL BC JO 2X4 #3 SP ADDRESS: LE: TOTAL 47 EXCEPT AS MAY BE NOTED I . i/a A F1AIE1 PF jN7T-I-1-FD I�j ALI. TEIISNII C#10"D PUMBE HS AS�,�94L[j To PEI(:Olt T Illtlo'jSL 1 13! IIIDj--IES'LA tE-1L e-A C I'll NE.BE- r t il 11 11j 5z E-I E 5 l[I 19% 11 A I I.�)14 14'31S"J-E LDI,,E,,t OR S'j- I_ 'I ;�,E j0IIIT FAACED FI�WEINIER 3/8' 041111 PLIWOOD SHEATHING. %/2- 141 IIISYALL�I Ull Aft E�E--T ICII �,F THE 1"'J55. FE-111EIII, IS -F "I�HER A-1-1-ZI-BLE STRESS -LLES. ALL jALI-IES USED P CHCFIr SPLICES ARE 1101 FE�5.11ENFEt- To CCC'-'P NIN: DR ALL 3P BRAPPIC MEMBERS SPACED iC' IMAV� EMPOPAR, BRACIfl" S�CULP BE UOtIE 11" ACC'-PCA1I,-E ,')P DfSI1rj 'PE BASED Olt THE LATEST EDITION OF THE "A- GIPECTL' ABOVE A BOTTC;14 --HOPr SPLI-E, "14LESS TIDIED OTHERWISE, C URFIENT TP I EIRA-I G AtIO EPECTI-�o PJBLICATI511S. TIOIIAL CE57311 STANrAPD5 P'JBLISHED B, THE IIATIDIIAL 71 1-2000 APPROVAL 14-jMBEAS: 'JBC 23A2. FHA TCB 2014, EPCC 11� ALL rOMPRE55NN CHORr ME14DERS ASSUMED TO BE CGtjTItj.�vjS0I5j IT - -1 Fj C,,- 'SS,�C I AT 1011 C t4 THIS DESIGo CDHFI)AMS TO C'JRPEIIT TPI DE5IGrI SPE FOREST PRODUCTS 7251. BOCA FILE 66-125 BRA ED Elf EITHER 3/8" :MI .1 PLfWGOE)SHEATMIN5 1 121 1 ICAIS FOP METAL PLATE CC ' --T E G WOOD TRUSSES MID IS BASED 01- CLA-1 C31111ECTD- PLATES rol-I l?) THIS T�j 1 11 1 1 RR IE 55 HAS BEEII DE51GIIED FOR THE LIADIIIG S.DWI, 141 .1 DR WALL 90 EPACIIIG MERE!PS SPACED AT 16- QUILLITI 5 AFIDARDS FOR I USSES. 21! ITH'IHSIECES�T"D�LATES 51ZES ARE BASED 014-Xlti-FORCES 01IT-1. 011 THIS DMAW[IIG. IIISTALLATI314 AUG LEE SHALL CGIXOPM �MAY!. Ut&ESS IIOTED OTHE-W I s,. I B) Ila MEMBER rF THE TPIjSS MAI BE CUT OR 140DIFIED III --t, WA,. r NECT:�P PLATE SIZES ARE CALLED D'jT WIDTH �AC—SS SLOTS: WITH THIS DESIGo 121 H IIID]CATES BEAP1113 LODATIOU 17) SPECIAL HAIIDLIH3 CAPE S HDULD BE TAKEFI DU-ItjG SHIF�I,T, B',LEr,'TH (ALDIlG SLOTS� AIIO THE DRIENTATIO11 OF THE 9� THIS DESIGFI IS APPLICABLE TO SHORTER SPA14 TP'-fSSEq OF EPEE:I IGN OF TRUSSES SEE HIB_91 FOR PECOMMENOATIOrIS ECALL OUT_15-—THL—D-U`&C-TJGN OF 7 TIC A�CHF M-11_DrI. LOADHIG—SPEC[FILD B� FABPICj.—T- -ADDITI0,14AL PLAT1145 FOR HAIL'LIIIG TPUSSES IS PESPDfISIBILITe OF 1`48PICTCp A I I NT C PATE HOPIZOIITAL MOVEMENT UNDER TOTAL LOAD G79* 3-0-0 RUN 5-6-0 5-2-8 6-9-8 5-5-0 5-3-4 5-9-12 SUN 1-1-7 Max Height 10-7-3 74 PLF 12 I-X5 12 6 C--, )5 1 9# 1146# Lj rn 57�# (3.5164% 13.5145% 31TA (3.5126% 5x5 5x8 3xB 3x5 3x5 ALI 3jr4 20 PLF 3X5 —1 3.45 3.45 tz.-- 12 12 3-0-0 5-6-0 5-2-8 6-9-8 B-0-10 B-5-5 Forc-sli--W 1-0-0 1-0-0 BUILDING TYPE: Enctosed Resfidentiat 37-0-0 CODE: Standard BuiLding Code (SBCCI 1991) WIND SPEED: 110 niph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 6q5 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 6 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 44.23" from the left end of bottom panel #5. Maximum PPLive Load Deflection of .108* (2/16), Index-.139, (L/2572) Maximum PPTOtal Load Deflection of .169" (3/16), Index-.146. (L/1643) [�>REV 5-1-93 (WIND) A-,,r CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUM13ER TRUSS: 37'0* SPEC CATH T-17 w ALPINE ENGINEERED PRODUCTS IFIC v 2-0-0 2X4 #2 N SP ENG. FOFt TRUE TRUSS INC - SOS iBO1 S. GSW PKIWY. -�-000 LL TIC 30 gn GRAND PRAIRIE. TX 75051 7.0 - DL TC 7 BIC LUMBER 2X4 #2 N SP PROJECT: CENTEX 3705 B DATE: I Feb 1993 (214) 650-3940 FTWC- TUR-IffE- LL BC 0 WEBS LAYOUT 10: MEMBER TRUSS PLATE INSTITUTE 532 33,33 OL BC 10 2X4 #3 SP ADDRESS: SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 1) LU-BEQ SHALL BE OF THE SPEC�FIEO MINIMUM GPAOES. 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON tO) ALL YENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 00' INDICATES LATERAL SPACING MEMBER (IXA MIN.) S-ECIES, A11D 19X MAXIMUM NO STUAE CONTENT, On SUCH THAT THE JOINT, SPACED BY EITHER 3/8* IMIN) PLYWOOD SHEATHING. 1/2- 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS OF �16"EP ALLOWABLE STRESS VALUES. ALL VALUES USED 8) TOP C"OR0 SPLICES ARE NOT RECOMMENDED TO OCCUR IN IN) DRYWALL OR BRACING NEMSEPS SPACED 20' o,c. (MAX). TEMPORARY SPACING SHOULD Be DOW IN ACCORDANCE WITH F OR DESIGN ARE BASED ON THE LATEST EDITION OF T�E NA- DIRECTLY ABOVE A BOTTOM CnOAD SK ICE. UNLESS 140TED OTHERWISE, CURRENT TPI BRACING AJAI ERECTION PUBLICATIONS. TIONAL DESIGN STANDARDS PUBLISHED av THE NATIONAL 71 V-ZOQO APPROVAL NUMBERS: USC 2342. FMA TC8 2014, SOCC IS) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY151 ThIS DESIGN CONFORMS TO CURRENT IPI DESIGN SPECIFICA- FCAE5T PPODUCTS ASSOCIATI&I 725t, BOCA FILE 86-125 BRACED BY EITHER 3/8" (MIN.) PLYWOOD SHEATHING. 1/2- TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES M43 'I 7H IS DESIGN IS BASED `W1 CLAP' CONNECTOR PLATES ONLY 8) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOwH IMIN.) DRYWALL OR SPACING MEMBERS SPACED AT 16- o c. QUALITY STANDARDS FDA TRUSSES. 31 C ot#&EC70A PLATES SIZES ARE BASED 014 AXIAL FORCES ONLY ON THIS DRAW[%. INSTALLATION AND USE SHALL CONFORM (MAX). t9&ESS NOTED OTHERWISE. 161 No MEMBER OF THE TPUSS WAY BE CUT OR MODIFIED IN ANI NA1. 41 C(YOJECTOP PLATE SIZES A"E CALLED OUT WIDTH JACAOSS SLOTS) WITH THIS DESIGN 121 INDICATES BEARING LOCATION. 0) SPECIAL HANDLING CAPE SHOULD BE TAKEN DURING SHIPP ING AND G, 1111G," "Ll"Ir SLGI S1 A'10 1"' ORIENTATION'IF THE 91 Tg'15 0 S,"OF1,T,1,.SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIS-91 FOR RECOMMENDATIONS 'R"TjQ" 'L,�E LENGTH I "'I L �T "It CALL �s N 0 -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -ANT I CIPATED HOR IZONTAL MOVEMENT UNDER TOTAL LOAD .2" RUN 5-5-0 1-6-0 5-6-0 RUN 1-5-14 74 PLF Max Height 3-10-3 12 '��6 5-0 12 246# 248# 6 X CU ej X 19!31# 62# 62# 193# 520 52# 90 63�1 631# (3.51�.. (3.51 1 8A 4 4 r--- 3x6 3x6 12 12 20 PLF 5-6-0 3-0-0 5-6-0 1-4-0 14-0-0 1-4-0 Farce3(L-R) BUILDING TYPE: Enctosed ResidentiaL CODE: Standard BuRding Code (SBCCI 1991) WIND SPEED: 110 no MEAN ROOF HEIGHT: 13 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 45"— # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOAD$ SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 3 Maximum deflection occurred at Dottom )oint 03. maximum Live Load Deflection of .212' (3/16). Index-.455. (L/792) Maximum Total Load Deflection of .332- (5/16), Index-.474. (L/506) RE() 5- 1-q3 H6 ( W I N DIVISION _�.C. SPACING LOADING IPSF) TC LUMBER CLARY _�LATE TYPE. TRUSS: 14'0' TRAYS ALPINE ENGINEERED PRODUCTS Inc V POOO 2-0-0 LL TC 30 2X4 #2 Ds SIP ENG. FOR: TRUE TRUSS INC. - 1801 S. GSW PKWY. SC LUMBER PROJECT: CENTEX 3705 A DATE; 26 Oct 1992 GRAND PRAIRIE, TX 75051 5.1 DL TC 7 2X4 #2 Os SP LAYOUT 10: OF j2j4) 550-3940 _PL_KTE_KPZ_)V L—TN-C---FOR_WL_ LL SC 0 WEBS MEMBER TRUSS PLATE INSTITUTE 292 33.33 DL BC 10 2X4 03 Sp ADDRESS: C-A L E: I TOTAL 47 EXCEPT AS MAY BE NOTED 1/4 eve oi took Vameg"totessloo" viol k lik%le ot%IA.() lof IST(40 voes 0 tloos A�Vlv IOIIS V%�Jlolll 0 T 4-1 e`0 1po copke jxSk ot VOSS S Tes �dov od oil eve !a pyepo" �qx% Sked be ve beqv% dance So Ilia%In SOCOV",23. stvlae The t%evo It'do ciloOke, okkao of%kills oxioll lallIlLe 0,(%Sx ?votes 0� Of V C9 S L.LM01 PULL If,OF ?"I 5KC1111to MIRIMIXI OR"s, IN C01#414TOR PLATE$SPALL W INSTALLED SYMMETatC"V ON 9) 7MIS OMAN IS APOLICAKE to$140ATER SpAn uk"$or SPECIES. JV4 kAX1&&JM MOISTCK CONyguy, oa VXX TK41 THE 40INT, 101"ITCAL LUDING AND COW111LOUTIC". SAI 11ab—, is OF wOMER A"O.-O.r SIAESS VALVES. ALL VALVES wo So lop 010AD SPLICES ARE NOT RECOMMeWo TO 00" 111 TA for CHOP0 SKALL a LATERALLY ISAMO gillaot oly 310- 16VPOAAAY&RACI,. A FOR XSI&M 01 SASU ON THE LATfsf tOjjjOM OF 110f UA- DIRECTLY A&OV9 A SOTION CWRO SPLIC9. GAIN] SWAINIMS OR SPACING,MENKAS SPAMO AT 3'-0'O.C�151 CLAACHT TPI SAACIpAG 04 AM— flop"L oesl&N STAWARM ftftl"o ty IMC NATIONAL W V-4M AM4WAL MLAdWM LVIC 934k FrA 70 0014. S= AVIS, 11415 OCSIGH COWOR145 TO C~T TPI FOWST OP40MIS AMCIATION. mg. a"FILar wils 111 TK 801TOM CHM SMALL K LATERALLY DRAM EITHER AV 14"FOR METAL PLATE C"CCIED M000 1AUSSES AW IT INJS CKSIGH It SAM ON CLARY Ca"CTOA PLATE$ONLY- a Toils inuss WAS 4NES11 oule"FOR 1114 LOADINS$NOW Sir IMIN.) ORYNALI.00 SPACING MEMBERS SPACE0 AT SO'-O* OUALITY STAPIMAMS FOR TRUSSES. 3) CO"Ma PLAICS SIX$AM SASW ON AXIAL FORCES Qo&V- am THIS ORANIM11. INSTALLATION AM UK SK"0110ORM 0,C kAX)- 0) W MEMBER OF UlE TF4"MAY M CUT OR MWIFtED ;w AW WAY. 4 COOCC104 PLAK SIU$ARE SIM go CEO, AXIS SY 0 DEO, WITAI THIS 0"1414. &a a INDiCATIA KAAIW LOCATIO61, AXIS MP, OY WAII *Odd Web Length Maximum deflection occurred at bottom joint #5. -CONFIGURATION G LOADINO SPECIFIED BY FABRICATOR. ;-Plato turned 90 dog. Maximum Live Load Deflection of .19". Index-.335, IL/1072) -PLATE TOOTH VALUE REDUCED By 15X- 18 P-Tvpical Panel Maximum Total Load Deflection of .263". IndOx4a,307. (L/781) -MORIZ. STRONGBACKS PEA PCT-80 SECTION 600 REO, :TV Total quantity of trusses - I A10 PLF X X X X X X X X in 0 to in a V) In 14 to Iq Co X X X X X X X to M M R-1016 R-1016 13.5) 13.51 Tp;;F9 5- 10 PLF rHIS TRUSS ANALYZED WITH PPSA3 'ORCES (Left to Rjght) rOP -1275 -2950 -3850 -4033 -3489 -2209 0 4EBS -1009 1529 -1322 820 -780 371 -333 -98 137 -559 596 -1041 1087 -1629 -104 �OT 0 2309 3560 4110 3926 3023 1359 CLARY A Division of PLATE TYPE: D.C. SPACING LOADING OW) TC LUWER2-4x2 #2 Ds SP DESCRIPTION ALPINE ENGINEERED PADOUCTS toe V-2000 2-0-0 40 16*$1-3/4' GARAGE HEADER AEAT SOUTWOEST PKWY. 5.0 LL TCJO sc LuNGER 1-4x2 #2 09 SP ENO, FOR OL Tc 0 TRUE TAWS INC. "'URCE Program W1Tr_AWXF'__-1 m 1111 " sc WE" 4x2 #3 SP 33% OL PROJECT: 70T EXCEPT AS WAY BE NOTED 14ASTEA - OAT%6 OCT 1992 vc'fh 0 Ca".T.10-00 1141"a pwjc,.Icmjv- 0) THIS 0"TaK is APPLICAKg TO sicaTIA 204"Iftims or IV INDICATES LArt— THE JOINT. IDENTICAL LOADI14 AND CONFIOUPIATION, 141 INSTALLATIOR AND EAECTION V Ift IS Of "Icteth AILLO"SLI STRESS VALUCS.,&L VALU96 U"O 111 TOP chow 1100as Mir Not w9womemaw To amp to$ 1*4 top Cwe SK"It"Tip"Y IMAM*giltaft IV 3/0* 19000"1&UCINS&not"09 We IN ACCQAOAIxx 1.IRETON ARE EASED ON?It LATEST 9011100 OF THE NA' DIRECTLY ASOK A SOTTON c"we PLICe. 01101-1 019AINSIA 00 10"INO WXK#4 VACE111 AT V-6-Q-C,,41 CLAKNI Iff 6RACINO 00 ERECTION KftICATIO". TIONAL DESIGN ST04ARDS KOLIVIeD gy lid NAIIONAL . 71 Y-""AM."OVAL OAMM %"VUL f"k Top 0014. "M &A . THIS DESIGN COWORta 10 000flif TOT 09SIGN VCCjrjCA- 90:11st PUMNIS ASSOCIATION. ISSL SOCA,Fit#04-00 $1) lot WTIOM CHM INALL K LAIIISALtV WLACED 911194 BY It"VO4 KI4 PLAII WS4910 4000 I"US AND 1) TWIS DESIGN It MUD IW CLARY CONNECIDA PLAVIS ONLY- of Twts TALISS HAS seem 095111"a FOR THE LWOINS$How 441'4milij o4rw"GO w1.Q1"O NEWDS SPAUD At la,-V MALIly STJUQAFkos FOX TRUSSES, 3) C*#tCTDA PLATE$SIZES ARE NASED ON OM FORMS OKY, ON THIS DRASIHO. INSTA"ATIGH 00 USE SHALL CONFORW Q.0 OLAX.J. 161 NO WWR OF THE I"S WAY M CUT 04 WWIFIEO It,ANY WAY. 41 ="CTOQ KATE SIZES ARE GIVEN DES, AXIS SY 4 DES, milk THIS tests" 921 a INDICATES KAAtNQ LOCATION. AXIS (V99. Sy hooll 1. =*-= *Odd Web Length Maximum deflection occurred 6.72' from the left end of bottom panel #4. -CONFIGURATION G LOADING SPECIFIED BY FABRICATOR, o-Plate turned go deg. Maximum Live Load Deflection of .234% Indexa.414, (L/671) -PLATE TOOTH VALUE REDUCED BY 15%. rP-Typical Panel Maximum Total Load Deflectlon of .322'. Indexa.379, (L/633) -HORTZ, STRONGBACKS PER PCT-80 SECTION 800 RED. Total quantity of trusses - I 175 PLF Ac 0) In w ul M In M In M In w 0) X X X X 9 X X X X X X X (D N to cu In cu In ru w) ru V) cu to ---------- 1-1 1 1 I 44- c" to to In X X X X X X to to U3 in In In In X X R-1558 in In R-1566 13.51 (3.51 1 12 T43i IQ PLF 'HIS TRUSS ANALYZED WITH PPSA3 'ORCES (Left to Right) OP -2280_-2280 -5182 -5182 -6617 -6617 -6617 -6617 -5182 -5182 -2280 -2280 ESS -1533 2553 -249 -1975 1529 -219 -1088 645 -219 -218 -218 -219 645 -1068 -219 1529 -1975t -249 2653 -1533 Ul 3916 6083 6798 6083 3916 0 CLARY A Division of PLATE TYPE: D.C. SPACTWO LOADINO (PSF) IC LUNBER2-4x2 #2 05 SP DESCRIPTION 16*11-3/4" GARAGE HEADER A wF_ ,LLPIRE EfOINEEM PRODUCTS Inc V-2000 2-0-0 40 ;j WAT SOUTHWEST PKWY. 5.0 LL Tclo 9C LmkKR2-4x2 #2 09 SP ENS. FOR: f 89, 0 0 -- -jwSj OL TC 0 TRUE TRUSS INC. ACE Program '10mr7aw.—-%-7Nc7ww-= Lis- 4x2 03 SP OL I wE93 PROXCT: OAT 33% TO AL 5_1 EXCEPT AS WAY BE NOTED _J MASTER OCT 1992 BEACH CITY OF ATLANTIC 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00001878 Date 11/17/09 Property Address . . . . . . 1681 N LINKSIDE CT Application type description RESIDENTIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 4011 ---------------------------------------------------------------------------- Application desc replace french sliding door ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ONEILL, KELLEY J. OWNER ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 75 . 00 Plan Check Fee 37 . 50 Issue Date . . . . Valuation . . . . 4011 Expiration Date . . 5/16/10 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total 37 . 50 37 . 50 . 00 . 00 Grand Total 112 . 50 112 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 1 1113 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD.ATLANTIC BEACH,FL 32233 09 OFFICE:(904)247-5826 e FAX NO.:(9D4)247-5845 BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 1,JW ADM$S: -'1,VAUX'n0N0FY9W- I&SM FT.UNWR ROOF 27,, 4.LEGAL OOCRIPT�,' III tLwbo Woft. 0 NEW BUILDING 13 DEMOLITION WHESENTIAL LOT_BLOCK—SUB DIVISION 0 ADDITION 13 CONVERTING USE 0 COMMERCIAL —?-0EscRWT0NqFVV0RK 1-1 ALTERATION 0 ACCESSORY BLDG. 4,Fft - &4EPAIR 0 POOL/SPA 13 YEMVIA [I M 0 OTHER 0 NO kcTm 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME: 1<610-/ -7 OVI.&I. 1 16.NAME: 24.LICENSEE NAME: 10.ADDRESS ir 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: (_0-6 t / 18.ADDRESS: 26.ADDRESS: N A�-)c-AW- 6,L, DFFICE 19.OFFICE PHONE: -T FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 3.CEI-4Vej� -7 -7�, 21.CELL PHONE: 29.CELL PHONE: aqiLACbRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: W 1011-1 111111111111101117113"Winn 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I cert4 that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this .lurisdicfion. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six(6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Poole,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNEWS AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning.i will not occupy or use the referenced building or any part therof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. OrAGNT ii� ft**W) zoom Signed: Date: Signed: Date: Before me t4d (LY4/ ,2009 in the county of Before me this day of ,2009 in the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared C..* 'NT' he co Ini, C u ty of I .A:�A- W 5- oble I Fif 7 Re rk/&O P. 1 4 "o t W I henin by hims4f herself and affirms that all stiternerdfand declarations are hedn by himself herself and affirms that all statements and declarations are, true and accurate. true and accurate. Notary Public at Large,State of County of Notary Public at Large,State of County of OMNI& [3 Personally Known 0 Personally Known Produced Idenfift*on-,.jF/— T)L 0 19/2 0 0 Produced Idenlification- It Notary Signature: 'Vtan�—� Notary Signature: 4,pv Notary Public State of Florida REVIEWED FOR CODE CO 1: Nancy E Bailey MPLL4LNCE ti&13, 5 BLD—G01 pwiK 822 CITY OF ATLANTiC BEACIR Of Por SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS. REVIEWED BY: DATE:// CITY OF ATLANTIC BEACH "'i"WNER / BUILDER AFFIDAVIT 1. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU RAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE—OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE,THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES, 11. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO$5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(l). AN-OCCUPATIONAL LICENSE'IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. V.ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. C(1-4 k - �,du c�oc,,�,(�- A)- ADDRESS PHONE NUMBER Vodw - oowl PRINT NAME I A Q:ft SIGNATURE —) U ATE Before me this fi?_day of NO Vil!^-be C 20J4 in the county of Duval,State of Florida,has personally appeared herin by himself I herself and affirms that all statements and declarations are true and accurate. Notary Public at Large,State of P L c..ntyf A voi, 0 Personally Known 'Di— P 31120 Produced Identification- R .5/0 ( Notary Public State of Florida Notary Signature: Nancy E Bailey MY Commission DD745822 Expires 02/08/2012 F/13LDG/Owner-Builder Affadavit;REVISED: 4/16/2009 RE Book 10100 P&G* 204 Signed,sealed and delivered presence: Witness Signame ,�Rhy WRanda 4 COOMM i A.FAYE rmte .igna ur '4T4ftft A.Randall A wiffiess signature SHANNON SWANS)oj-4 Witness Printed Signature STATE OF FLORIDA COUNTY OF ST.JOHNS The foregoing instrument was acknowle ed before me this 31st day of July, 2001 ftog�b'�etftrfttll and Teresa A. Randall, his wife. He/She is personally known to me or has produced as identification. Not Publi St Xo and Co d C 'Z' --Ran Notary Signature 7i7te or k) A.PAYE COGOURN b, Notary Printed signature (Serial No.,if any) OCCA66272 :�,= J C'$t �ONQIC STAN�- "vS P.ge 2 Pam Sathwe by Aiftmabod Roal EMN Semi"a,Inc.1-200430-1296 01A4637 THIS INSTRUMENT PREPARED BY: Watson&Osborne,PA. WATSON&OSBORNE,P.A. 208 Ponte Vedra Park Drive,Suite 101 Bo6k 10100 Page 203 Ponte Vedra Beach,Florida 32082 RFCORDANDRETURNTO: Kelley J.O'Neil 1681 Unkside Court North Dee P-001 195469 Atlantic Beach,Florida 32233 Saki 10100 203 — 204 P CoWd'S R,.dd RE PARCEL ID#:172374-6200 F 05/07/ml 01130104 P" RLTYEWSM: I X FULLER CkERK CIRWIT COURT cotwy ROT FU11111 1.50 VK STAO I I'M.00 WARRANWDEED THIS WARRANTY DEED made this 31st day of July, 2W1 b NE Intel Ray I dall� .VAea A. Randall, his wife, hereinafter called Grantor, and whose address is %go —a # .�-f Zz%�2 4 to Kelley J. O'Neil, an unmarried woman, hereinafter ck Ld whose address is 1691 1ARLOde Court Nortil, Atlantic Beach,Florida 32233. (Wherever used herein the term "grantor" and "F .antt,L" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations.) WITNESSETH: THAT the Grantor, for and in consideration of the sum of Ten and NO/100 Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises releases, conveys and confirms unto the Grantee, all that certain land situate, lying, and being in Duval Couitty, Florida, viz: Lot 120, SELVA LINKSIDE UNIT 2, according to the plat thereof as recorded in Plat Book 47,pages 85,85A,and 95B,of the current public records of Duval County,Florida. SUBJECT TO taxes accruing subsequent to December 31,2(KK). SUBJECT TO covenants, restrictions and casements of record, if any; however, this reference thereto shall not operate to reimpose same. TOGETHER with all the tenements, hereditaments and appurtenances thereunto belonging or in anywise appertaining. TO HAVE AND TO HOLD the same in fee simple forever. AND the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances. IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above written. p.g*I Fa"n Gonmm by AuWmaftd ROW sEeum samiv�.inc.1-800-330-1216 41A#937 PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH ,FLORIDA Project Name: Permit # t Project Address: L,\ALQ-Wdg- C^ 3z� As required by Florida Statute 553.842 and Florida Administrative Code Rule 913-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval gay be obtained at:www.floridabuilding. m. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS LSwing g 2. Sliding r-,5W 3. Sectional 4.Roll up 5.Automatic 6.Other B.WINDOWS 1. Single hung 2.Horizontal slider 3.Casement 4.Double hung 5.Fixed 6.Awning 7.Pass-through 8.Projected 9.Mullion 10.Wind breaker 11.Dual action City of Atlantic Beach APPLICATION.NUMBER Building Department (To be assigned by the Building Deliartment.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 07 1 ..'3 7 - Fax(904)247-5845 Phone(904)247-M26 E-mail: building-dept@coab.us Daterouted: City web-site: hftp://www.mab.us APPLICATION REVIEW AND TRACKING FORM 1) Q@pM!��nt review required Yeq/ No Property Address: A6 'ni e, c�- V Applicant: 0 to,-) kQ- Planning&Zoning Tree Administrator Project: 4_41"0 Public Works Public Utilities Public Safety Fire Services Other Agency Review or Permit Requimd Review or Receipt Date of Penrnft Verified By Florida Dept of Environmental Protection Florida Dept of Transportation SL Johns River Water Managernent District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other APPUCATION STATUS Reviewing Department First Review: dApproved. MDenied. (Circle one.) Comments: (BUILDINP) PLANNING&ZONING Reviewed by: Date:L/-(3-02� TREE ADMIN. Second Review: FlApproved as revised. F-1D ied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: DAPProved as revised. r"�Denied. Comments: Reviewed by: Date: lavised 05114109 MAR-27-2001 02:26 FROM:CLERK OF COURTS 904 270 1512 TO:92475845 P:1/1 xcmcz OF ComawmcmmXT #REPAPA IN MftirATEI pan"R NO. Tom Fdb No. Sbft or cmmly of To wimm ft may Thevr4mrsk"Wi-mb Infmin v"met madeftemam mad=,mod m oboldom WRb S�Qgdm 3 Wv�;Fbd&SbrAft%V*fogawke bilmi WON le BOW In th WME OF _*4 flo -S(,- tVr, LK�-1—A'WC tA)a" Alft Wk- :3 0WW Aafta I Ownefthilm InaftolftVapmAmw Fin awb mwhwtbr of~ftm 001" Norm AddMa coviboft 444— AWmm Address ___A~of bond S. Phone No. Fu W Norm mul add ass ofmV %W" Ph"No, Fax No. Norm ofpmon vdNn ft StaisafFm0de,offar 9W ift -I Rio I WovWWtqmvftm' or o"r docurnarls fmy be s~ Nam at'. Aftm I r* 0i u—c- Phm No. __paxNo. In adt0lon to Woolf,owner dembnales ft blowing person to recam a oWy ofthe Limmors Hufte a pow in Socftn 713.08(2)(b).FWvNm ShAfts.(FM In at Owraft uOm� Narne Address J.Ati!s-s 014 'r-au-gt > et 0. Fm No. 99kom dl%of NcWe of GWpM%0"0M pq""*Von ftais one(i)par ftm I*dols of recording unless a diffma dm Is qHmmeft. rHW 8—PA7ft FOR ft-dMWg Ugp-CKY L_tp-M by WmlW hWW ml 0 11 1"VM RWW49W- "M" U,00 i.-.)R 8K 15Cj6t3 P99e 16iP2. Numwar Pape%�i Recorded 11:13t2OO9 at 09:00 AM. jiM FULLER CLERK CIRCUIT COURT DUVAL COUNry P,ECORDING 510-00 NalftV 1pblNftftGl 5;;L— _.'=jjt --- PWINOY Know Pmdumd I J"Ty Nency E Bafty ,M My Comngulan DDT45a22 ki,bi txvft902AHM12 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 19 Application Number . . . . . 08-00001112 Date 8/13/08 Property Address . . . . . . 1681 N LINKSIDE CT Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc REPLACING AIR HANDLER & CU ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ONEILL, KELLEY J. OCEAN STATE HEAT & AIR, INC. 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/09/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. y" C ITY OF ATL-A�,NF-FIC BEACE J_ P� A MZCHA, _T\JCA_L PEPMIT APPLIC_4,_TIr' N Dat e: Property _kddress: Telephone L Coatractor: Telephone n L=_ t I I �L) Fal -": ID ConSiaeraDon Dfj)CrMIT MVCD mr doing the work as described iri tht aDOVE-�mjcmeji:_wt bertby a_-xet Lo perform said Wori-,in ancoraanct whn tht aftauhtd plans and-sptcihraduas which are a paT-,hertffl and Ln accordance v.,itn the C&ofAtIantic Beach DTdinallCtS and standards of good practice iistid torrem. Lf otlarr consuumdon ass bti=done Dri tLds I) Type ofHearina Fuel: or sitt,list the buildin.-per=-numbtr: 2""'Eltcrric ZI Clas: —IIP Nann-al _Czntral UtItY 11 ou 0 Other-SDCCH� _MICB_A_NIIC__�.L EQUIPIVIENT TO BE INSTALLED NATURE OFWORK I/That Spact. _Recessed �%�zntral —Floor U,-'P_-sidtndal conTitionm* g —Room ;,antral :1 Duc-Sysi.-ni: -Matenial—Thicdmess Z Co=trcial :May== ca-pa�i-Ey CM N tw--Pqffi n 1-n :1 P"-_�r i E! OD :2 7 D 0jin g 7 D-W 2r C a-D ach,; gpin Escalai T Marl, Gasoliu�_Pum)s rNuraber) �u . Rquja b cr) :I New h=alladon T I - syjso� C-No syst�z'Trc'71ously iustalltd) LPC-Containers -0nErtd-pressure essel 0, En,msioii or Add-on to E—.dsting SysTein Boilers Q Gas Piping Cr pec 0 Other-Specify_ LIST_�LL E Q UIPTNMYT .,UR C 0 ND ITIO Nlrq G,RE IM GERA-n ON E QUE�IYIL-11 TT&CO NDE NSOR'S "�.Pprovmg Number Units Description Model t Nlauufacturrr ToL7 s Agency EXATING-YUR15ACBS,BOLLERS,ME-PLACES&�M HANDLER'S Approving Number Units Descriprion MDdei'� NlanafiiLmrer B71-Ps Agfmcy ��_V _3 M�Nyls 1',lDminal Capachy Type-Liquid _'!�pprov-ra- _Ho1v.lvIanv _Q, Dirntasiuns Contained Manufacturer I-To. Ag'_nc'I 300 Seminoie Ro;ad - zl�_tlantic Bearii, Floridn '212233-54,41:5 Whom- (IMA)'�471-�;RH 08/12/2008 17:04 FAX 9042498949 OCEAN-STATE_A/C ATLANTIC-8EACH IA001/001 CITY OF ATLANTIC BEACE MECH—A2NICAL PERMIT APPLICATI N X)2te- Property Address: Owner: 6L Telephone contmdo Telephone 9, 0 rr Fax-9: .Contrietor Address: La coutdoibect of pm-mit pvto for duaw,tht wark U dvXWPMW in Lbc 20MftUtWUL Wc qnc to pwim Daid wwk In acramuct whhibt avubad pLaus and spectamdons whict are cL pan harmf mud Ln cLccm*=witb tbz Cay afMnic heaft onib*=u and modUCL,of toad owfice Wud themn. Type of Hearing ffueL if o1her ax�cn ifi be�mg dozic On tbn bdld�lr or atte�list*c builft pem*umab=-. 0 Go- —L? 0 Other-Rgslk ?aCAAM(:A.L IQ UIPMMNT TO BE INSTAUL,D NATURE OF WORK &/R^mt Spaze _!(cceased Floor &-,oe�Co�&=ing.- Room Dam Sygrem: matwal ThicImess 0 com=cial Refrigeritim IvIrdmum capa6ry rfm U New 11WIding Q Coolitg Toven Capachy 020 1 0 �in Sprtal-lers;lqumber of Floads t/00" uildbv 0 Eley=r.. ivionfift Eacaluxor (Number) o Rcolg---rn=of----dsdng Sy-n= Q Gasofinc P=PG —(Nuraba�j 0 Tanks - _Vumber) 0 New h=W13doa 0 L*PG Conniners (No s)vm;mviously insuatd) .0 Unfircil?rissure-voue, C 1-amsion or Add-=-to Mdstiug Syx= 0 BoUars a ow?j*g W umcr-spcmy� 0 Other-Spccify, LIST ALL EQUIPMZNT N=bcr Wu Des Modid lvkndkc= Tat's 4ency 04 BmAnm a-mmAct%WAR&FR"LA=&&IM RAN"W'S Mucabor UUiL, Ductiptioc Model f MRAU*C&U-1 Agoary Pt4 TROW Nowind Capwby, TjVr..Lquid Swild How 14-aw a ohmisions Ivinautdaturer 811tj Scminulo.Rand - ML&ntic Stmeh,Florida �=33-5443 Fux: f9U1U7-3RJ5: . CITY OF 1*4ae& Ve4d - 174U�e4 ON SEMINOLE ROAD ATLANTIC REACH,FLORIDA 32233-5"5 TELEPHONE("4)247-SM FAX("4)247-SMS NOTICE TO: Water Department FROM: Building Department DATE: -7- �� /V Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address "'7 g316 k'21 S (S ely, Building Department Titu of N=4 — 43epartment of Nuflbing Inspection This Certificate issuedpursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. Use Classification f�j-ia, 1'�:l FalrHv TResj--d,,-,1Ce Bldg. Permit No. 8 3 b 5 Group Type Construction —S- re stri Ptiantic Bk,�ach �62,tO Sc,�ut'r k� S, Owner of Building Q,entt�,,� Kcal L' dress !4 Build�n ide Ct. ,g Address j 6 8'1 '-'"Locality Atiant1:c Bci;�ch, Fl- By: DON FORM Building Off icidi Date: POST IN A CONSPICUOUS PLACE &VIR ..... ..... ..... ..... ..... SEP. 02 .'94 10:12 CLARSON 076 P03 MAP SHOWING BOUNDARY SURVEY OF LOT /A9 BLOCK AS SHOWN ON MAP OF elmIr 2 AS RECORDED IN PLAT BOOK If 7 PAGESd9!i—^-0OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR, COAlrAvy R~11V CMW4AF,4?-,0W" NOTE: iRVN—GS SHOWN HEREON ARE BASED ON THE A13OVE MENTIONED PLAT. d", A&fee o0w f -4/4 AAA 'tit �%3 78" 4s, Itf, aff 0: v IL 6 f for D�,, 7777 1994 the 11114�,L,�',t�' LAIij Jovo,* lu OF ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted '4ol v� 7 It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, loth, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have beep made, ca� Building f the c ,Piepartment or an inspection. Field Inspectors are in office from- ta'-��Monday through Friday, PLUMBING FLEC BLDG B-4 PRESS HARD-USE SALL POINT PEN CITY OF r\ Office oi Building Official REQUEST FOR INSPECTION P/ Date Permit No. Time A 1M,4,.. P PM Received Job A es LoAality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL (PLUMBING MECHANICAL Framing Fooling Rcugh 'Wiring Air Cond. & Re Roofing Slab Temp P6,� Top Out Heating Insulation Lintql Final Sewer Fire Place Pre Fab READY FOR INSPECTION Mon. Tues Wed. Thurs. PM. ef� A.M. Inspection Made P.M. 1-;p,�,ctor Final Inspection CeflIfIC,ItC Of OCCUpancy C111 %* of: ,444A& Aeaz,-k- -vr7k4 Office of Building Official REQUEST FOR INSPECTION Date Permit No, -9 -iyl - , Time A 4�11. Received /(0 Job Addres Locality Owler's Contactor BUILDIIN CONCRETE ELECTRICAL PLUM MECHANICA Rough Wiring Footing _-_ 40,u g Re Roofing S I alb Temp Pole -1 -lop Out Heating Insu(atior; L Linte� L Final Sewer Fire Place 7 Pre Fab READY FOR INSPECTION Mon, Tues Wed. (Z;�) Friday inspection Nlade P.MI. Date CVTY OF Oflice ol Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received CPM- 10 ddr�� Locality Ov,ner's Name Contractor BUILDING CONCRETE QELECT,;R3i�-- PLUMBING MECHANICAL ug ,� Rough Air Cond. & raming Footing R� Roofi'rg Slab Temp Pole Top Out Heating Insulation Lintei Final S ev,e r Fire Place 49W elf Pre Fab 1EA O/R IN �CTION A.M c n. Tu e (SD Thurs. Friday--PM P.1,111. ;nspection Made Final Inspection -spector Cerfificate of Occupancy Date DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: e53�5, A- -- ---- ------- ----- ------ - ------ - - --- ---------------- ------------------------------------------------- ------------------------------------------------- ------------------------------------------------- Enclosed are the blue copies of the permits. LY, SUILDIN INSPECTIOk-l�IVISION cc: FILE CITY OF 4&4#4c Beac,4-09"' Office of Building Official REQUEST FOR INSPECTION IlkPermit No. Time Received __.---------------- RM. Job Address Locality Owner's Name Contractor 2 A 6_tw� BUILDING CONCRETE ELECTRICAL —AACU—M 83, MECHANICAL Framing Footing Rough Wiring El Rough F-1 Air Cond.& Re Roofing Ej Slab Temp Pole 71 T 0 1 Heating 'ju, Insulation F11 Lintel Final Fire Place < Pre Fab READY FOR INSPECTION Mon. Tues. ('Wed Thurs. Friday A.K Inspection Made _PK Inspector. Final Inspection 0 Certificate of Occupancy E Date --—-------------------- ok O?k tses, ?\acz d'ess oo� se*el co I"A 6(d, ec lw)ts, Rf I N V:OIR\�Acs? plD �k Ok O� Ott C Otilce oiauildi"g oA 3(o 5 Goes, f pl, oake S. convaclo, 3ob "eakln(3 ��,�Ilf gklc�� -fop oll, 9 pre se%Nef -Temp F�oal scTlo S�ab ovk 114sp unte, Tkep0l f 1� P,e \Ned. pjA. wsll�allol'l 'Tues, P.M.V-�nal�"Spe Se occupancl Mon. Date ,C��on �059 OF ADDITIONS or CORRECTION§7 DO NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED" The following additions or corrections shall be made before the job will be accepted 9,44� CX1V_ 2- 6.1 A-- 4 A AA /4� It is unrawfuL/for any Carpenter, Contractor, k6or-or other persons, to cover or cause to be covered, any part of ttpCFrk with flooring, loth, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call --- Building Department for an inspection. Field Inspectors are in the office from to-Monday through Friday. PLUMBING ELEC BLDG B-4 PRESS HARD-USE BALL POINT PEN TRANSMITTAL DOCUMENT FOR JEA DATE: e- - —7 —1 —ci Y The following permits have passed "rough" inspection: Permit No. Address Rnxxb=ej&x3xexxx=xXixl=n*xmpdx3uxcofx*kax4x=xd*u. Please update your records accordingly. nk BUILDING CLERK CITY OF ATLANTIC BEACH /vcb 8578 DEPARTMENTOf BUILDING TIC 8 CITY OF ATLAN MACH -------- ---------- r LAM JL'K 1 N rulaw Tow ---- LOCATION, MFOIOW,1011 Address: 1601, LINKSI,DE COURT NORTH er A Nurfiber it Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 P' -erm LZOAL DESCRIPTION ---------- ---------- 'Cl,Ass :�of Work: -NEW Cpn;tr. Type: WOOD , FRAKZ �'Bl ock, Lot: section: so: SINGL 0 Prop�dsed U E FAM I LY T wnshipt. RNG,:' � 0 I d to 6 0 Subdivision' $9LVA LINKSIDE 'istilmated Value: $0.00 'IlAptov. , Cost: so�.00 Total e4s : $94 .00 .............. 41�*utt P� aid: 00 94 Zall 7/ R RT RMID!MIR LN re Q ENTF= z $94 .00 Name, PERMIT "Ad d_.r I COLTRT OAF WATER � IMPACT FEE $0 _00 ArH , FLORIDA322;0 SEWLER �IMPACT fEE SO .00 Ph �-MZTE T AP, v I' FORMATIO I AT, A I$ CAP I TIAL IMPROV9. , $0 ,00 SEWER T P r, Eam RO OW $0 .00 4 i�_ �t *4it CAC Type: 0 SE a H 114PACTFEE t, CONST-SURCHARGE $0 .00 SCHARGE/ATL-BCH. 4 NOTICE 'ALL CONCRETE FORMS AND FOOTINGS MUSTOE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE �SUILDI;14G�MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOTBE PLACED IKPUBLIC SPACE,AND MUST BE ED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER :,4*FAfLU RIETO COMPLY WITH THE MECHANICS' LIEN LAW.CAN RESULT IN PROPERTY WNER PAYING 'MICE FORSUILDING IMPIROVEMENTS.11 HE I 'SUED�ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO 1qEVOCATION FOR VIOL ATI N OF APPLICABLE PROVISIONS OF LAW. W TE DO "ATLO, ILDING,DEPAATMENT !i!U kj*. rte�TOMMr "14 43 1"14 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC EJEACH ATLANTIC BEACH. FLORIDA 32233 APPLICATION FOR MECHANICAL. PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections 1, 11. 111, and IV. Street Address: 1681 LINKSIDE COURT N LOCATION OF intersecting streets: Balwast, SEMINOLE ROAD And---LINKSI.DE DRIVE WILDING sulti-AiwWon LOT 120-SELVA LINKSIDE 711. IDENTIFICATIO' N — To be completed by all applicants In consWers6on of permit given for doing Ike wort as descr;bod in the abeve stat"lln t we hereby aq gee to pt,lc— laid -c-i .ilk the atteclwd plant and Specifications which are a part hereof and in accordance W;Ii% the City of Jilcltsonv;l's ofd;aarces a-i of good practice listed theitrin. Name of 116ileclisalcal Contractors Contractor, (Print) MANDARIN HEATING & AIR, INC. Matter Nansis of - Isirliparty Owns, CENTEX HOMES /1) signature irf Owner Signature of w Authisched Agent Architect or Engineer Ill. GWSLAL INFOR"TION A. T of h"ting fuel: 13 OTHER CONSTRUCTION BEING DONE ON ZOE= THIS BUILDING OR SITE? YES 0 Gas—0 �k (3 Natural 0 Ceritrist Utility IF YES, GIVE NUIANER Of CONSTRUCTION 0 00 PERMIT 8365 0 O0W — SpWly IV. WN:*4ANWAL EQUIPMWT TO 19 INSTAU10 NATURE OF WORK lFrovisle ciamplaitis list of components cin back of this forml 6 Residential or commercial it Hose 0 SP-scia 13 Recessed id Contrel 0 Flow 10 Now Building 00 Air Conditioning: (3 Room d Control 0 Existing Building ld -Dq hw,: lui,t"t Board/Fl e&- Titict 0 Replacern-e-hi of existing system masimum capacity 1000 ch". Now Installation(No system previously instaiiem Cl Itafrigeristiors Extension or add-on to existing system C) COO169 $cool: Capacity 9,P^ 0 Other — Specify C) Fin sisr;nklisrs: Number of Is" E3 Be"Nsr 0 milralift 0 Es"latts (number) THIS SPACI FOR OFFIce usi ONLy C) Gessilli"Pump -j"umber) (R"O�-di E3 Tanks (numbisir) Iterneris 0 LPG conselissies. (number) C) us"Pressure vesso 0 $saw$ Permit Approved b Do 0 QI&W — Sway Permit Fast- L16T ALL EQUIPMENT AM CONDMONING AND REFRIGERATION EQUIPMENT Nualberluaft D"Cripuon - A mAng 17, )CO&I Number umufacwrer Condensor TWR030 Iran--e— —Z2 CITY OF ATLANTIC BEACH, FLORIDA Appro%*d by APPLICATION FOR ELICTRICAL-0-IRMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:, 19 '_4 IMPORTANT NOTICE: IN CON91DERATION 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. Z�/' ELECTflICAL FIRM: MAqTF:AVLECTflICI6N SIGNATURE _li?7- JOURNEYMAti �RFO—BOX_ BLDG.SIZE --BETWEEN: RES.,W An.( I COMM. PUBLIC,( I INDUS. NEW,?eQ< OLD f I REW.I I ADDITION TRAILER ( TEMP.I SIGNS SQ.FT. SERVICE: NEW INCREASE( REPAIR FEE '2 CONDUCTOR SIZE AMPS d�pj COPPERf ALUMJ�S� SWITCLI OR BREAKER AMPSI / Z.6a2 _ED W�YP VOLT RAC9WAY EXIST.SERV.SIZE AMPS PH W1 VOLT -RACEWAY FEEDERS NO. SIZE IWO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED. OPEN TOTAL RECEPTACLES CONCEALED- OPENI TOTAL 1 0-30 AMPS. 1-100 A SWITCHES INCANDESCENT FLUORE;CENT&M.V. FIXED OwI00-AMPS. OVIR___] BELL TRANSF. APPLIANCES AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT; KW-HEAT I 0.1 OVER MOTORS H.P. VOLTAGE _I PHS NO. I [I-F- VOLTAGE PHS1 - 1. , 1 . 1- J— I - - — CITY OF 4&a.4lik Office of Build"ing Official REQUEST FOR INSPECTION :3 Date- -L Permit No. Time Received --IF PW 0j J" -?, Job A;Iress Mail V 0 ne"s Nawme Cr'ntractcr BUILDING CONCRWEiT�E � ELECI'RiCAL PLUI BING MECHANICAL Framing Footing Rough Wir;ng - Rough E Air Cond. & E2 Re Roofing Slab Temp Pole - Top Out Heating Insulation Untel Fina; Sewer E' Fire Place Pre Fab REAP]ILEOR INSPECTION Tues CWd Friday 0� A I ) Inspection lvla& --l-low Final Inspection "'p"cuot C'E"rWic"ft of OccupanCy I PSWM4 8,419 DEPARTMENT Of BUILDING, CITY OF ATLANTICIBEACH PZRMIT �IKPORMATION ------ ---------- LOCATION INFORMATION --------- e Mlt Number: 8415 Address- 1 RT NORTH 6,81 LINKSID'9 COU erml t. Type PLUMBING , 'ATLANTIC 8ZACH, � FLORIDA 32233 of Work, NEW ---------- ---------- 49QAL ,DXSCRIPTIONj ''Const'r. Type., WOOD FRAM ' Lot: Block,., Section: r:opos P ed, Use, SINGLE FAMILY Township,: R140: 0 i ngs 1 Code*. 0 Subd i v is i on SELVA LINKSIDE #2 t e,4 Value- ., Cost !" T, t� 00 -7 . Amo Da k or, � , IMA T Wly or IN NEW SINGLE� FAMILY, ABSIDENCE TON, T f0l F A P P, LICATION: FEES ''PERMIt $57 .00 -4d s SIDE COURT NORTH ' AT IM ACT FEE $0 ,00 A T CH, FLOR I 0�,l` 4 " I E 0 0, FE TO 'RADON �GAS-H.R.8. $0 ,00 NrORMATAON RADON CAB� 5% $0 .00 'Nam e: ON, R1 PLUMB I CAPITAL'� IMPROVE. $0 .00 -t-4 VER T $6 .00 JAC ILLE, FLA� 32210 HYDRAUL,IC SHARE Type-, 'Lict - S,*� 'CO 4 CROSS CONNECTION 00 S9C.,H, 'IMPACT,. FEE M�WW :NOTES: .�:NOTICE—ALL,C0NCRETEfOR#ASAND FOOTINGS MUST RE INSPECTED agFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE RUBBISH AND DEBRIS FROM THISWORK MUST,NOT BE,PLACED,IN PUSLICSPACE,AND MUST BE LEARV4 UP ANDHAU LED AWAY BY EITHER CONTRACTOR OR OWNER , FAILURE. To. COMPLY WITH THE�MECHANICS' LIEN LAW CAN RESULT IN OWNER PAYING TWICE FORSUILDING IMPROVEMENTS. Vl�,*UE CORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO APPLICABLE V I REVOCATION FOR Poo is 6ka OF LAW. F7 BEACH BUILDING DEPAI`MENT atort CMAL D44: '6/03/% 00 ftmios 0050§1 Tt*,Al Pay"* INA* CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: - -------------- PLUMBING CONTRACTOR:--- LICENSE NUMBERS:----- -------------------- OWNER: ---------------------- ---------- BUILDING CONTRACTOR:- - -- ---- ---- ---------- --- ---------- TYPE OF BUILDING: --- -------- SINKS SHOWERS ---LAVATORY ---T___WATER HEATERS BATH TUBS ---L-DISHWASHERS URINALS ----- / __DISFOSALS CLOSETS ---- ----WASHING MACHINE FLOOR DRAINS ----------OTHER .-TOTAL FIXTURE -COUH T ---------------------- ----------------------------- INSTALLATION OF PLUMBING AND FIXTURES 'MUST BE 'IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMHBING CODE.�t, P$R-3844 77 DEPARTMENT OFIMUMS to %/wlg� tam MY OF ATLAW&MACH PERNIT XNFOR, ANTION -------- LOCATIOKINFORHATION 168,1' LINKSIDE COURT NORTH Permit NuMber: 813 AE 5 Address Pe r ati t Type. BUILDING, ATLANTIC BEACH, FLORIDA 3 2,2 313 f Work, NEW -------- LZOAL DESCRIPTION Const.r. , Type ock: ion: WOOD, PRAME , Lot : , 120 � BI Sect � RN G! 0 Proposed Use, SINGLE :FAMILY, Township, Duie f! i nos I code: 0 Subdivision: SELVA 'LINKSIDE ed Value-. �918421 -00 ............... 2 0" 00 lrot>rov. Cos t 47 'T o t al Amo�u U A14-19 REST-DEUCE PER 21 ANS HSP — 'APPLICATION FEES ION g STATE PERMIT OINT DRIVE S r) T WA IMPAC FEE 430 .00 FLORID im ore "es Pi 5_1 TAP R 'N ADO GAS-H.R. S , T 0 NFORMAT,14ON RADON CAB 5% SO . 38 'N CARIT&L .IMPR OVE 3 2 5 ,f)0, aifie _EN R PMNT7 DR IVE SEWER TAP $0 . 00 .00 JAc HYDRAULIC SHARE $0 'A "K ILL FL j tl.'3 4 f -Type* 54 CROSS CONNECTION _11,515- 0 0 FjE :1 $6 !ie SEC.H,,.IMPACT A 8- NOTICE—ALL C040WTE FORMSAND FOOTINGS MUST SE,INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE -$UILDiNG MATERIAL,RUBBISH ANDIDIESAIS FROM THIS WORK MUST Np,,T,-$,F P PLACED IN. U L C SPACE,AND MUST bt EARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER' �':��,�i',si-,FAILURV TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULI, T IrTwsP., ROPERTYOWNERPAYING TWICE FOR BUILDING IMPROVEMEN TO APPROVED PLANS WHICH ARE PART OF THIS P9 RMIT AND SUBJECT TO REVOCATION ON OF APPLICABLE PROVISIONS OF LAW. N -4 01 Ve i F _77T # trINANCIAVRINTiNG 0>~ ID Mice of tommeacemeat To whom it may concern: > The undersigned hereby informs you that improvements will be made to certain real property, and in r. 0 accordance with section 713,13 of the Florida Statutes, the following information is stated In this NOTICE V) OF COMMENCEMENT. 9 U v U ---------- fh,, —---------------------- Description of property -- -------------- ---------------------- 1691 04y [O 0 ------------------------ ----- ------- -L-------------------------- According to plat thereof recorded in plat book �17 pages ------------------------------------- ----------- - ---------------------- 4J public records of Duval County Florida General description of improvements ---------------------------------------------------------------------- Construction of Single Family Residence with Garage on concrete slab ---------------------------- -1------------------------------------------------------ 4J Centex Real Estate Corporation Owner ---------------------------------------------------------------------------------------------------- 0 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 Address ------------------------------------------------------------------------------------------------- 4J 0 Fee Simple 0 Owner's Interest in site of the improvement ---------------------------------------------------------------- Fee Simple Title holder (if other than owner)- --------------------------------------------------------------- Name ------------------------------------------------------------------------------------------------------- Address -------------------------------------------------------------------- ---------------------------- same as owner Contractor --- -------------------------------------------------------------------------------------------- Address ------------------------------------------------------------------------------------------------- Surety (if any) -------------------------------------------------------------------------------------------- - Addie3S -----------------------------------------------------------------Amount of bond $-------------- W Name and address of any person making a loin for the construction of the Improvements. �4 Name ----------------------------------------------------------------------------------------------------- Address ------------------- ---------------------------------------------------------------------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or othu d=ments nuy be served: Arthur Day Name ---------------------------------------------------------------------------------—------------------ 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address -----------—------------------------------------------------------------—----------------- in addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 [2] [b], Florida Statutes, (Fill In at Owner's option). Name --------------------—-------------------6--------- -------------------------- AAA-. 3 -76 5 A-eLlt-��c" .z3 -710 -S� CITY OF A LANTIC BRACH PER141T CALCULATION SMSET Address 16(9 ne) V 1 Date Heated Square Footage @ per sq ft = Garage/Shed @ $ tF, 00per sq ft = $ Carport/Porch 77- @ 0 0 per sq f t = $ Deck @ $ 0 per sq ft = $ Patio q 3 @ $ 41, per sq ft = $ �2, TOTAL VALUATION: s-9-1-2- Tot 1 Va. ion ist $ 1-71" 15 11,16. CIO Remaining Value per thousand or portion thereof TOTAL BUILDING FEE q-�2 + 1/2 Filing Fee / Fireplaces 6 $15-00 $ zs-.00 BUILDING PERMIT FEE WATER IMPACT FEE S 0 00 SEWER IMPACT FEE WATER METER/TAP $ 0 0 CAPITAL IMPROVEMENT $ 2,( C;Q SEWER TAP $ VSO�) RADON (HRS) .0050 $ SECTION H PAVING $ 4 HYDRAULIC SHARES CROSS CONNECTION . 00 VJ-07) SURCHARGE .0050 $ OTHER $ GRAND TOTAL DUE $ 9 T 6 ADDITIONAL PERMITS OR Fj:ES: Mechanical_; Plumbing Electric/Now Electric/Temp_;swimmingPool Septic Tank_ Well—; Sign_____Finish Floor Elevation Survey ; Other_ CALCULATIONS and/or NOTES: ---------- ?ROPERTY CITY OF .PESCRIPTIOM vz�j �7 I*Iaoeie (aTaa 1994 .ot *- LL!�IBlook 8--------Section 716OCEAN BOULEVARD P.0.BOX 26 ]6Wffing and Zoning ATLAfMC BEACH.FLORTDA 32233 ;ubdivision s;�L�\r?I- NI-3 y- e- TELEPHONE 4041 249-2J95 itreet Name DESCRIPTION OF WORK 3r Address I QTP 0 0 If In a FLOOD HAZARD 'lood Zones....)(I Ares complete page 3. Brief "!-> Descriptions------- Class of Works (Now/Remodel/Addition) .OHING INFORMATION Type of Construction t :onlng Proposed slatrict sil�---Uses— Estimated Vilue 0 :xceptione or Materials 3 Lo &- -4-tJ C-L 0 ariencon Orenteds—----- --— ---- Solid or ------ -----—-----—---- ---—---- Grounds MCI OWNER INFORMATION Method of Meetings vsl '�Z�'Me)o -z'Ck Property Owners ------ Phone s Mailing_ Address ----—-------- zip CONTRACTOR INFORMATION Contractors2 I k�S�� Mailing Phones.............. Address a t:' --------------- Z i p I License Number a C-)�5 CIO 15 0 q 49 Expiration ---------------------- Dates I "c*wev ceRTiry TYAT x NATS 1RCAD AND CXANII1CD T1119 APPLICATION AND KNOW TUC SANC TO RE TRUE AN COft*9CT. ALL PROVIBIONS DIP TNk LAWN AND 01RDIVAHCC9 GOVERNINO TNIS TVPC or WORK WILL 11C CONDPLICD vITN, wNCTUR spwirsto *111IRS11 ON NOT. THU CHARTING Or A PC11WIT DOCS NOT PRESUME TO 0IV6 AUTHOXITY TO VIOLATR ON CAUCXL TUC PROVIBIONG OP ANV FEDERAL. STATC OR LOCAL RULt:;' HCOULATIONS. OWDXNANC911, OR LAWS IN ANT HAUNCH. XNCLUOfHO THC GOVERNMO Or COUSTRucrIcH cot T"r PCRr0ft"AI#CC Of CONSTRUCTION OF TUC PROJCCT. I UNDCRBTAHO THAT TUC ISSUAMCC Or THIS PERMIT IS COUTINOCUT UPON TUC ANOV6 IWORNATION SCINO TRUC AND CORHCCT AND THAT TUC PLANS AND SUPPORTING DATA HAVC MEN ON $HALL- 99 PWVXD19D S REQUIRED. Owner Signature - - - -----------Date- 1 4 1 N4 Contractor Signature_ ate ------ ---- 1-1 0 CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) t Z_ WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) —1—WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) URINAL STALL, WASHOUT (4) BIDET (3) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS c9/ @ $20.00 EACH $ 4130,06 JOB INFORMATION FLAMPLAZU DEVICLOPHEUr XUFORMATZON A Type of Developments__ -----------—-------------- Flood Zones Required Lowest Floor Clevationsf 'O rf building In located within a flood hazard zone, a survei must be made AFTER THE SLAB UAS BREU POURED# certifying that the LOWEST FLOOR ELEVATZON to equal to or above the base flood elevation established for that zone. Uo final Inspection will be made and no certificate of occupancy will be Issued until the survey In on *Sfiv with the Building Department* CONNEUTSs Applicant AcknovledgewAnsts X understand that the Issuance of this permit In r9c3- tingent. upon the - above Information being correct and that the plans and supporting date have been or shell be provided an requiredo I agree to comply with all applicable provisions of Ordinance No* 25-7-11 and all other laws or ordinances affecting the proposed development. Date -Applicant's Signature__ -------- ------------------------------------------- --------- Department Use R4quired Lowest Floor Elevation --------------- Amt Built Lowest Floor Elevation ................. Survey Filed with Building Department ........... - ---------;---------- Representative page 3 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 96.0 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- j The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 11.0 1 --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0.0 Ix-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 Ix-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 Ix-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0 .96 Electric EF. . . . . . . . . . . . . . 0.90 1 ----X---------------- 1 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 1 --------------------- 1 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. j Builder Address: —Signature: Date: City/Zip jb=-r 6a47-1 Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: Lot 120 Selva Linksi BUILDER: Centex AND ADDRESS: 1681 Lindside Ct N PERMITTING CLIMATE Atlantic Beach, Fla OFFICE: Atlantic Bea ZONE: 11_1 21_1 3 OWNER: Centex PERMIT NO. IJURISDICTION NO.21NI100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1507 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7 . Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osqft 132 .00sqft b. Tint, film or solar screen 8b. O.Osqft 0.00sqft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 .00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) lOa-2 R=11.00, 995.00sqft_ b. Adjacent: 2 . Wood frame ( Insulation R-value) lOb-2 R=11.00, 197 .00sqft_ 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1658.00sqft_ 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14.Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 95.97 a. Total As-Built points 19a. 27190.26 b. Total Base points 19b. 28333.01 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: -'q 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNERAGENT: BUILDING OFFICIAL:- , DATE: DATE: _4 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: Lot 120 Selva Linksi BUILDER: Centex AND ADDRESS: 1681 Lindside Ct N PERMITTING CLIMATE Atlantic Beach, Fla OFFICE: Atlantic Bea ZONE: 11_1 21_1 3 OWNER: Centex PERMIT NO. IJURISDICTION NO.26L�100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3 . 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq. ft. ) 5. 1507 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7 . Porch overhang length (ft. ) 7 . 0.00 B. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osqft 132 .00sqft b. Tint, film or solar screen 8b. O.Osqft 0.00sqft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 .00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 .00, 995 .00sqft_ b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 197 .00sqft_ 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) Ila.R=30.00 , 1658.00sqft_ 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19 .EPI (must not exceed 100 points) 19. 95.97 a. Total As-Built points 19a. 27190.26 b. Total Base points 19b. 28333.01 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: Y-2T 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: tO DATE: DATE: INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 606. 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. ------------------------------------------------------------------------------- Windows 606. 1 Maximum of 0. 34 CFM per linear foot of operable sash crack (includes sliding glass doors) . ------------------------------------------------------------------------------- Exterior & 606. 1 Maximum of 0.5 CFM per sq. ft. of door area: solid Adjacent Doors core, wood panel,insulated or glass doors only. ------------------------------------------------------------------------------- Exterior Joints 606. 1 To be caulked, gasketed, weather-stripped or other- & Cracks wise sealed. ------------------------------------------------------------------------------- PRACTICE #2 606. 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ------------------------------------------------------------------------------- Exterior Walls 606. 1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ------------------------------------------------------------------------------- DuctWork 606. 1 Ductwork in unconditioned space must be sealed. ------------------------------------------------------------------------------- Fireplaces 606. 1 Equipped with outside combustion air, doors and flue dampers. ------------------------------------------------------------------------------- Exhaust Fans 606. 1 Equipped with dampers. Combustion devices see 606. 1.A.2 . ------------------------------------------------------------------------------- Combustion 606. 1 Combustion space and water heating systems provided Heating with outside combustion air, except direct vent appliances. ------------------------------------------------------------------------------- ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) ** ------------------------------------------------------------------------------- Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-11. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. ------------------------------------------------------------------------------- Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. ------------------------------------------------------------------------------- Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. ------------------------------------------------------------------------------- Air Distribution 610. 1 All ducts, fittings, mechanical equipment and plenum Systems chambers shall be mechanically attached, sealed, ins- ulated and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closet. ------------------------------------------------------------------------------- HVAC Controls 607 . 1 Separate readily accessible manual or automatic thermostat for each system. ------------------------------------------------------------------------------- Insulation 604 . 1 Ceilings minimum R-19 . Common Walls - Frame R-11 or 602 . 1 CBS R-3 both sides. Common ceiling & floors R-11. ------------------------------------------------------------------------------- SUMMER CALCULATIONS BASE AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF POINTS ------------------------------------------------------------------------------- N 72 .00 65.8 4737 .6 DBL CLR N 42.0 38.3 .94 1514 .0 DBL CLR N 10.0 38.3 .94 360.5 DBL CLR N 20.0 38 . 3 .94 720.9 S 33.00 65.8 2171.4 DBL CLR S 24 .0 66.2 .91 1448.6 DBL CLR S 5.0 66.2 .91 301.8 DBL CLR S 4 .0 66.2 .91 241.4 W 27 .00 65.8 1776 . 6 DBL CLR W 6.0 79.7 .95 454 .8 DBL CLR W 6 .0 79.7 .95 454 .8 DBL CLR W 15.0 79.7 .95 1136.9 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- . 15 1,507 .00 132 .00 1 .713 8, 685.60 14 , 874 .09 6,633.64 -------------- NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995.0 . 9 895.5 Ext Wood Frame 11.0 995.0 1 .70 1691.5 Adj 197 .0 . 7 137 .9 Adj Wood Frame 11.0 197 .0 .70 137 .9 DOORS---------------- Ext 21.0 6. 1 128. 1 Ext Insulated 21.0 4 . 10 86. 1 Adj 18.8 2 .4 45. 1 Adj Wood 18 .8 2 .40 45. 1 CEILINGS------------- UA 1507 .0 .6 904 .2 Under Attic 30.0 1493.0 .60 895.8 Under Attic 30. 0 165.0 .60 99.0 FLOORS--------------- Slb 169.0 -37 . 0 -6253 .0 Slab-on-Grade .0 169.0 -41.20 -6962.8 INFILTRATION--------- 1507 .0 8.0 12056.0 Practice #2 1507 . 0 8.00 12056.0 TOTAL SUMMER POINTS 22,787 .91 14,682 .26 TOTAL x SYSTEM COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 22,787 .91 . 37 8,431.53 1 14, 682 .26 1.00 1. 100 .340 .860 4,722 .40 WINTER CALCULATIONS BASE AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF POINTS ------------------------------------------------------------------------------- N 72 .00 -10.6 -763.2 DBL CLR N 42 .0 7 .3 1 .09 333.7 DBL CLR N 10.0 7 .3 1.09 79.4 DBL CLR N 20.0 7 .3 1.09 158.9 S 33.00 -10.6 -349 .8 DBL CLR S 24 .0 -28.4 .96 -654 .9 DBL CLR S 5 .0 -28.4 .96 -136 .4 DBL CLR S 4 . 0 -28.4 .96 -109. 1 W 27 .00 -10 .6 -286.2 DBL CLR W 6.0 -9.2 .85 -47 . 1 DBL CLR W 6 .0 -9.2 .85 -47 . 1 DBL CLR W 15.0 -9.2 .85 -117 .7 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,507 .00 132 .00 1 .713 -1,399.20 -2,396. 13 -540.34 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995.0 2 .2 2189.0 Ext Wood Frame 11.0 995.0 3.70 3681.5 Adj 197 .0 3 .6 709 .2 Adj Wood Frame 11.0 197 .0 3.60 709.2 DOORS---------------- Ext 21.0 12 . 3 258. 3 Ext Insulated 21.0 8.40 176.4 Adj 18.8 11.5 216.2 Adj Wood 18. 8 11.50 216.2 CEILINGS------------- UA 1507 .0 1.2 1808.4 Under Attic 30.0 1493 .0 1.20 1791.6 Under Attic 30.0 165.0 1.20 198.0 FLOORS--------------- Slb 169.0 8.9 1504 . 1 Slab-on-Grade .0 169.0 18. 80 3177 .2 INFILTRATION--------- 1507 .0 7 .4 11151.8 Practice #2 1507 .0 7 .40 11151.8 TOTAL WINTER POINTS 15,440.87 20,561.56 -------------- TOTAL x SYSTEM HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 15,440.87 .55 8,492 .48 1 20,561.56 1.00 1. 100 .500 1.000 11,308.86 WATER HEATING 13ASE AS-BUILT NUM OF x MULT TOTAL TANK VOLUME EF TANK x MULT x CREDIT TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409.00 40 .90 1.000 3719 .7 1.00 11, 159.00 SUMMARY BASE AS-BUILT COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 8431.5 8492 .5 11409. 0 28,333 .01 4722 .4 11308 .9 11159.0 27, 190.26 EPI 95.97 SERIAL # 5411 RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EP192-FLA/RES (c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME :Lot 120 Selva Linkside 2 ADDRESS : 1681 Linkside Court N CITY :Atlantic Beach, Fla 32233 OWNER :Centex BUILDER :Centex Conditioned Floor Area : 1507 SF Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 .3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp-Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 22009 .41 STRUCTURE SENSIBLE 10210.41 MECH.VENT- 100 Cfm 2090.00 SENS. + MECH.VENT : 12300.41 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANTAPPLIANCE 3000.00 DUCT LOSS 1100.47 DUCT GAIN 1530.04 TOTAL LOSS/BTUH 23109-88 TOTAL SENSIBLE 16830.45 TOTAL LATENT 7499.79 -------------------------------------------------------------------- 20% OVERSIZE FACTOR : 4621.98 20% SENS.OVRSZE FTR: 3366.09 ACTUAL + 20% OVERSIZE: 27731.86 ISENS. + 20% OVERSIZE: 20196.54 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HT.G CFM — -------------------------------------------------------------------- L 0 A D C A L C U L A T 1 0 N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- West Double Clr Drapes/Blinds 1 6.00 174 .00 276.00 West Double Clr Drapes/Blinds 1 6.00 174 .00 276.00 West Double Clr Drapes/Blinds 1 15.00 435 .00 690.00 South Double Clr Drapes/Blinds 1 24 .00 696.00 600 .00 South Double Clr Drapes/Blinds 1 5. 00 145.00 125.00 South Double Clr Drapes/Blinds 1 4 .00 116.00 100.00 North Double Clr Drapes/Blinds 1 42.00 1218.00 672.00 North Double Clr Drapes/Blinds 1 10.00 290.00 160.00 North Double Clr Drapes/Blinds 1 20.00 580.00 320.00 Infiltration : Winter Htm 31.84 x 132 .00 4202 .88 Infiltration : Summer Htm 7 .73 x 132 .00 1020. 36 --------- --------- --------- Window Frame : Metal SUBTOTALS: 132.00 8030.88 4239.36 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 995.00 3582 .00 2487 .50 Wood Stud - Adj . 11 197 .00 709.20 334 .90 --------- --------- --------- SUBTOTALS: 1192 .00 4291 .20 2822 .40 D0 0 R S---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 21.00 371.70 109.20 Solid Core/Wood - Adj . 0 18.80 417 .36 78.96 Infiltration :Winter Htm( 31.84 x 39.80 1267 .23 Infiltration :Summer Htm( 7 .73 x 39.80 307 .65 --------- --------- --------- SUBTOTALS: 39.80 2056.29 495.81 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1493.00 1940.90 2388.80 Under Attic 30 165.00 214 .50 264 .00 --------- --------- --------- SUBTOTALS: 1658.00 2155.40 2652 .80 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 169.00 Lin.Ft. 5475.60 000.00 TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 22009 .41 15300.41 ------------------------------------------------------------------------------- rp 10 cc .............. Q 4 si Q.1 �ow O'D(4-g) COY �)ETA I L cj ul b lu Qo 4z < C-f _j c- IL r — 'A 0 W I. Do not cut or alter trus'ses 69;?Uss without written permission from True Truss. HANGEWS 2- Trusses will be built in —12 3� 2 X 6-8 strict accorda-a wlt� Lys j layout CL 2 X 18 Approved Br. .............. 4 X 18 Date: .................... CUSTOMER A F9 13 R OV E D CITY OF ATLANTIC KAU JOB NAME -69D5 BUILDING _�Xlovlo 3�. 69 DAM UVQD L lj� MAY 94 LL_ TRUE TRUSS 641-0766 JOB NUMBER F_Lrf'�Tj lorm !2,1 08-05-1993 S :EZIE AALNA1LVS3[ S Page 1 of 4 11:07:13 TRUS JOIST MacMILLAN (MAST—sit-SIOOI) MARK 9. ROSE (SO10D) Project late: CENTEX HOMES - PLAN 13705 A i B Page Title: GARAGE DOOR HEADER ---------- TJSiziag"" v3.40 ---- Building Code NER ---------- Type of Sale Distribution ----- 1193040417 ---------- Application: Deflection Criteria (MR) Member Use............... HEADER Root (son-snow load, LDL) LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Stress Level............... 1331 Span I L/240 1.1180 Root Slope(in/ft)......... 6.000 Live Load(psf)............. 30.0 Floor Decking............... X/A Dead Load(psf)............. 17.0 Repetitive Member Use....... I/A Partition Load(psf)......... 0.0 Reinforced Overhangs........ #/A SPECIAL LOADS: Live Load Stress Dead Load Width Starting Point to End Add/Repl I UNIF(plf) 350 1331 220 ll'- 0.00' 5'- 6.00' from Lt Repl 2 TRIAN(plf) 0/ 120 1331 0/ 75 51- 6.00, 01- 0.00' frot Lt Repl 3 COXC(lb) 1750 1331 1110 51- 6.001 from Lt Add 16" TJI"')/96 JOIST 161- 6.00, ----------------------------------------------- S I Z E A X A L Y S I S ---------------------------------------------- IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). Allowable product values shown are is accordance with current TJK materials and code accepted design values. The specific product application, input design loads and stated dimensions have been provided by others, have not been checked for conformance with the design drawings of the building, and have not been reviewed by TJM Engineering. Design assumes adequate continuous support of the joist compression flange. Web stiffeners are required at bearing 1, 2; and special load 3 Maximum Design Allowable Control Shear(lb) 5253 5253 ( 5985 1141 RIGHT end Span I under 1331 stress TOTAL Load Noment(ft-lb) 24201 24201 ( 26215 1081 MID Span 1 under 1331 stress TOTAL Load Live Defl.(in) 0.595 < 0.825 L/333 KID Span I under Live Load criteria Total Defl.(tn) 0.971 ( 1.100 L/204 MID Span I under Total Load criteria Span I Max. Reaction Total(lb) 4414 5253 Live(lb) 2707 3223 Assued Brg. Length(in) 3.00 3.00 Max. Unbraced Leagth(in) 48 Copyright 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI(" Is a registered trademark of Trus Joist MacMillan. TJSizingTK is a trademark of Trus Joist MacMillan. TRUSS SPECIFICATIONS FOR CENTEX 3705 A & C The numbers listed below are a list of truss specifications for the project named above. Ilese specifications are attached herewith and have been prepared under the responsible charge of the Professional Engineer whose seal is affixed on this index sheet in accordance with Florida Statute Chapter 471 and Rules of the Florida Department of Professional Regulation Chapter 21H-23. DRAWING NUMBER DATE 13403 1013 REV 1 5-1-1993 13403 2013 REV 1 5-1-1993 13403 3013 REV 1 5-1-1993 13403 4013 REV 1 5-1-1993 13403 5013 REV 1 5-1-1993 13403 6013 REV 1 5-1-1993 13403 7013 REV 1 5-1-1993 13403 8013 REV 1 5-1-1993 13403 9013 REV 1 5-1-1993 13403 10013 REV 1 5-1-1993 13403 11013 REV 1 5-1-1993 13403 12013 REV 1 5-1-1993 13403 13013 REV 1 5-1-1993 Z 70 0 t-1 I) LUNBEA SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO Of CONTINUOUSLY 0) -00' INDICATES LATERAL BRACING MEMBER (Ix,MIN.) SPECIES. 040 191 MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8' IMIN) PLYWOOD SHEATHINO. 112' 1A) INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT. Am IS OF NIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DPVKALL OR BRACING MEMBERS SPACED 10* 4— IMAX�. TEMPORARY BRACING SMOULD BE DONE IN ACCOMAtsa WITH FOR DESIGN ARE BASED ON THE LATEST E01710M OF THE PJA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. Uf&ESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. 7IGtJAL DESIGN STANDARDS PUBLIS"ED Of THE NATIONAL 7J V-2000 APPROVAL NUMBERS: UBC 2342, FnA TCB 2014. SOCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED 70 Be CONTINUOUSLY151 THIS DESIGN CONFORMS TO CUPAENT 7PI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION 7251. BOCA FILE 06-125 BRACED BY EITHER 3/8' tMIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AM ��J 7HIS DES104 IS BASED ON CLAAf CDP*4ECTDR PLATES ONLY 8) THIS TRUSS HAS BEEN DESIG14ED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16* O.C. QUALITY STANOAADS FOR TRUSSES. 3, C(y#JECTGR PLATES SIZES APE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAX). UNLESS NOTED OTHERWISE. 15) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY, 41 C RJEC 7 OR RL�TE SIZE E CALLED OUT WIDTH 1ACAOSS SLOTS) WITH THIS DESIGN 12) INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND B�LENGTH [ALONG SLOSTSA 'HD THE ORIENTATION OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE h1B-9t FOR RECOMMENDATIONS 51ZE C),Lt 0.1 15 T"E DIOEC310,4 OF IMe PLATE LENGTtj 3 A14D COWIGURAIION. -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. RUN 5-6-4 4-JI-12 4-11-12 5-6-4 RUN 1-5-14 1-5-34 74 PLF Max Height 5-7-3 3680 12 378# 3780 6 + 371,1 371-1 1930 1930 In 680 1360 136# 6.1 9600 960# [3.5127X 13�5127% 3x4 3x4 3x4 20 PLF 7-2-3 6-7-11 7-2-3 1-4-0 1-4-0 ForceSIL-R) 21-0-0 BUILDING TYPE: Enc toSed Residentfat CODE: Standard Buf1ding Code (SBCCI 1991) WIND SPEED: 110 ffo MEAN ROOF HEIGHT: 13 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: G 30 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 4 Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .058' (1/15). Index-.082. (L/43451 maximum Total Load Deflection of .09' (1/16). Index-.086. (L/2800) p E U (1'.) it.)-! CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSIF) TC LUMBER TRUSS: 21*0" COMMONS W )7 ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 02 Ds SIP ENG. FOR: TRUE TRUSS INC. - > IBOJ S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992 GRAND PRAIRIE. Tx 75051 6.1 -STL— OL TC 7 2X4 #2 Os SP OUT 111. _WC__FOA LL SC 0 WEBS (214) 650-3940 -PCATE'AAEK.�9 LAY wj MEMBER TRUSS PLATE INSTITUTE lea 33.33 DL EIC 10 2X4 03 SP ADDRESS: SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 3/15 I I LUNBEA SHALL BE OF THE SPECIFIED WINIML*4 GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON to) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 0- INDICATES LATERAL BRACING MEWGEA 11X4 WIN.) S�ECI ES. AND IS%MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT, SPACED BY EITHER 3/6- ININ) PLYWOOD SHEATHING. f/2' 14) INSTALLATIOIJ AND EREC71ON OF THE TRUSS. PERMANENT. M40 IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 61 TOP CHORD SPLICES APE NOT RECONNENDED TO OCCUR IMIM) DRYWALL OR BRACING MEMBERS SPACED 10* D.C. MAX). TEMPORARY 13FIACING ShOULD 13C DONE IN ACCORDANCE WITH FOR DE SIG14 ARE BASED C" THE LATEST EDITION OF I,*NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURAENT TPI BRACING AND ERECTION PUBLIcAuoNs. TIC4 AL C�ESIC`j STAOCAPDS PUBLISHED 01 THE NATIONAL h V-2000 APPROVAL NUMBERS: UBC 2342. FHA TC8 2024. SOCC 12) ALL COmPAE551014 Ct*P0 MEMBERS ASSUMED TO BE CONTINLADUSLY15) TmIS DESIGN COtiFDFIMS 70 CURRENT TPT DESIGN SKCIFICA- FOAESI PRODUCTS ASSOCIATION 7251, BOCA FILE 06-1?5 BRACED BY EITHER 3/8" (MIN.) PLVW0W SHEATHING. 3/2' TIONS FDA 14EIAL PLATE CONNECTED WOOD TRUSSES AND �J THIS DESIC41 15 BASED C11 CLAD' CO191ECTW PLATES ONLY 61 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN $MIN.) DRYWALL OR SPACING MEMBERS SPACED AT f6' a.c. DUALITY STANDARDS FDA TRUSSES. 31 C01'"ECTOA PLATES SIZES ARE BASED Of4 AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF T14E TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. A) COIN&EC I OR PLATE SIZES ARE CALLED OUT WIDTH IACROSS SLOTS) WITH THIS DESIGN 12) INDICATES BEADING LOCATION. 0) SPECIAL HANDLING CARE SHOULD BE TAME"DURING SHIPPING AND 81 LENGTH IAIONG ' IISI AND THE OPIEIII;L"I,('11�1 OF THE 9) THIS DESIGN IS APPLICABLE TO S"DPTEF1 SPAN TRUSSES OF ERECTION OF TRUSSES SEE m18-91 FOR PECOMMENDAT IONS "I, CALL OUT IS ��Ell T'�"0' THE 'E'.'11 1 AND COWIQUPA11014, -CON IGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLAYING FOR HANDLIt4G TRUSSES IS KSP014S]BILIIY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE ANO IS NOT THE RESPONSIBILITY OF THE TAWS FABRICATOR OR CLARY. RUN 4-7-8 4 4-4-8 3-0-0 4-4-8 4-7-8 RUN 1-5-14 1-5-14 74 PLF Max Height 4-10-3 12 6 273# 2730 4, 41 12 322# 322t 11*3 160�# 32<211 It 4. '40 1190 BE# 86# 11 + 960 960# 13,51271 (3.51271, 5x6 3x4 3x4 3xB 20 PLF 9-0-0 3-0-0 9-0-0 1-4-0 21-0-0 1-4-0 Forces(L-A) r,- BUILDING TYPE: EncLosed Residentfal CODE: Standard BuRding Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 051) # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: I Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .057" (1/16). Index-.082, (L/4421) Maximum Total Load Deflection of .089' (1/16). Index-.085, (L/2831) 5 _W A (WIN I U�k.'/ CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING 1PSF) TC LUMBER TRUSS: 21*0" H-9 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 Ds SP ENS. FOR: TRUE TRUSS INC. - 1801 S. GSW PKWY. SC LUMBER PROJECT: CENTEX 3705 A DATE: 25 Dct 1992 GRAND PRAIRIE. TX 75051 DL TC 7 2X4 #2 Ds SP LAYOUT 10, OF) 1214) 660-3940 -PCkTE-kAEJF- T.W. FOR 9TL LL SC 0 WEBS MEMBER TRUSS PLATE INSTITUTE 244 33.33 OL ac to 2X4 03 SP ADDRESS. SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 1) LW4GER SHALL OE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 0) ALL TENSION CF9M MEMBERS ASSUMED TO BE CONTINUOUSLY 0) 0- INDICATES LATERAL BRACING MEMBER (IX4 MINJ SPECI CS. AND ISX MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT. SAACED BY EITHER 3/8- IMIN) PLYWOOD SHEATHING. 1/2 141 INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND I S of �j C.�ER �LLOWAaLE STRESS VALUES. ALL VALUES USED 5) TOP CHORD SPLICES APE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMOERS SPACED 10' 0 G- IN") TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE WITH F0.OESIG14 ARE BASED 014 TME LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE, CUP4WNT IPI BRACING AND ERECTION PUBLICATIONS. I IONAL DES104 STANDARDS PUBLISMED BY THE NATIONAL h V-2000 APPROVAL NUMBERS, U6C 23A2. FhA ICB 201A, SBCC I%$ ALL COMPRESSIO04 CHORD MEMBEFS ASSUMED TO BE COWTINJOUSLVI51 THIS DESIGN CONFORMS YO CUPAENT TPI DESIGN SKCIFICA- FORE 5 1 PRODUCTS ASSOCjATIOfj 7261. BOCA FILE 86-125 BRACED BY EITHER 3/0* (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 2) 1.1 5 DESIG14 IS BASED Dit CLARY COHIIECIOQ PLATES ONLY al THIS TRUSS HAS SEE"DESIGNED FOR THE LOADING SHOWN NINA DRYWALL OR BRACING MEMBERS SPACED AT 66' o.c. DUALITY STANDARDS FOR TRUSSES, 3� COtOJECTOR PLATTESSSIZESXAaECBASED 0NAX,1ALNFOACES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAXI. UN1LESS NOTED OTHERUISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY� A COF 0 IEC OR PLA E IZES RE ALLED OU W DT IACPOSS SLOTS) WIT14 THIS DESIGN 12) IS INDICATES GEARING LOCATION. 01 SPECIAL HANDLING CARE SHOULD BE 7AXEN DURING SHIPPING AND 9, LENGTH (ALONG SLOTS) MOD THE 01FIENTATION OF THE THIS DESIGN 15 APPLICABLE TO ShWTEA SPAN TRUSSES OF ERECTION OF TRUSSES SEE hlb-93 FOR RECOMMENDATIONS SIZE ZTTON Of IME.PLATE LENOTH IOENTICA, LOADING AND CONFIGURATION. —CONFIGURATION AND LOADING SPECIFIED BY PABRICATFA -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPDNS1aI0 TY OF FABRICATOR. -JACKS APE TO BE 2x4 TOP. 2x4 SOT, JACKS WITH SPANS GREATER THAN 7-8-J4 MUST BE SPECIALLY DESIGNED. RUN 3-9-8 3-2-8 3-6-0 3-6-0 3-2-8 3-9-8 RUN 165.5 1-5-J4 02D9 020S 020S 02Ds 1-5-14 74 74 PLF 2x4 2A4 2x4 2x4 I Max Height 3-0-3 A-0 14-b-O 129# J290 12 'ZZ:�6 5400 5830 540# r.Vj 12 4x4 �>1 2489 2480 24111 24,111 6 1300 1300 eta 66# 74t# 741# 661 2015# 20150 axe 13.5158X 13,51581 3x5 4xa 45 20 20 PLF 7-0-0 7-0-0 7-0-0 7-h-O t4A_0 5140 5J40 1-4-0 1-4-0 21-0-0 BUILDING TYPE: Enctosed Residentlat CODE: Standard Buitding Code (SBCCI 1991) WIND SPEED: 110 so MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED; 9 91/ # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: I Truss designed to support 7-0-0 Jack system with Outrigger maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .115* (2/16). Index-.164. (L/2191) Maximum Total Load Deflection of tS" (3/16). Index-.171, (L/14001 PFL) --/I;Q3 j(a A TRUSS: 21'0* H-7 CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUM13ER ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL Tc 30 2X6 #1 05 SP ENG. FOR: TRUE TRUSS INC. 1801 S. GSW PKWY. BC LUMBER PPA)ACT. CENTEX 3705 A DATE: 26 Oct 1992 GRAND PRAIRIE, TX 75051 OL TC 7 2X6 #1 05 SP _rNC__Fff_5TL LL BC 0 WEBS (214) 650-3940 _PL_kTE_AAEK�_9 LAYOUT TO: 4 DL Bic to 2X4 63 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 08 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 I I L L'.6ER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATES SHALL BE INSTALLED SYMNETRICALLY ON 10) ALL TENSION CHOW MEMBERS ASSUMED TO BE CONTINUOUSI.V I% INDICATES LATERAL BRACING MEMBER JIX4 MIN.I S.0 CIE S. AND 19%MAY1 MUM MOISTURE CONTENT. OR SUC. THAI THE JOINT. BRACED BY EITHER 3/8' IMIN) PLYWOOD SHEATHING. J12' 14) INSTALLATION AND EAEC710M OF THE TRUSS. PERMANENT. AND I S OF HIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED 6) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR THIN DRYWALL OR BRACING MEMBERS SPACIED 30' 9- IMAXI. TEMPORARY SPACING SHOULD BE DOM IN ACCORDAICE WITH FOR DESIGN ARE BASED Df4 THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT IPI BRACING AN13 ERECTION PUBLICATIONS. Tl�AL 'ES I GN 5T A"A)ARDS PUBLISHED By THE NATIONAL 7) V-2000 APPROVAL NUMBERS: USC R342. FHA TC8 2014. SBCC It) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY15) THIS DESIGN CONFORMS 70 CURRENT TPI DESIGN SPECIFICA- FOREST P�ODUC IS ASSGCIATIOtt 7R51. BOCA FILE 06-t25 BRACED BY EITHER 3/8' (MIN.) PLYWOOD SHEATHING. S/2" TIONS FDA METAL PLATE CONNECTED WOOD TRUSSES AND THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLV 8) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN 041N.I DRYWALL OR BRACING MEMBERS SPACED AT 16' a.c. DUALITY STAN13ARDS FOR TAMSES. 1) C'"'ECT04 PLATES 512ES X-C BASED ON AXIAL FORCES ONLI. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNI.ESS NOTED OTHERWISE. IS) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY. 41 CO?*JECTGP PLATE SIZES ARE C ALLIED OUT WIDTH fACAOSS SLOTS) WITH THIS DESIGN 12) ES INDICATES BEAAINO LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKE14 OLJAI140 SHIPPING AIJD S' LINGIH "LIXIG 1L1IT S' *"0 THE OPIE�IPAL�ITIN OF THE 9' '"IS DESIGN I.SI.APPLICAOLEFTO S'HOT19.1f'R SPAN TRUSSES OF EFIECT10H OF TRUSSES SEE"15-91 FOR PECOMMIENDATIONS 'I" CALL CUT IS THE ..N 'AL L.A AND C. G DIRECT E LNTH. I,,NrI I :'CONFIGU1IAII'0N.=L('I'AD.1. SNPECIFIED BY FABRICATOR PE""'E S SES T USED. -ADDITIONAL PLAYING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. 4-0-0 4-0-0 37 PLF Max Height 2-4-3 1370 t2 12 59# 3T r 47# 3T 7:4,1" 711411" 011 Ell (3. (3.51 2 DI 174.5 PLF 3x4 r X 3x4 4-0-0 4-0-0 ForceSIL-P) B-0-0 BUILDING TYPE: Enctosed Resfdentiat CODE: Standard BuRding Code (SOCCI 1991) WIND SPEED: 110 no MEAN ROOF HEIGHT: 13 TRUSS LOCATION: (So) area UPLIFT CONNECTION REQUIRED: AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: I One Half of 7-0-0 Trusses supported by Bot Chord Maximum deflection occurred at bottom joint 02. Maximum Live Load Deflection of .012* (0/16). Index-.044. (L/8000) maximum Total Load Deflection of .019' (0/16). Index-.048. (L/5053) bl�" U) J1 q CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 8'0' COMMON GIRDER ALPINE ENGINEERED PRODUCTS Inc V__2000 2-0-0 LL TC 30 2X4 #2 Ds SP ENS. FOFt TRUE TRUSS INC. - 5 7) toot S. GSW PKwY. BC LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oc t 1992 GRAND PRAIRIE, TX 75051 DL TC 7 2X6 #1 Os SP LAYOUT 10: 01713 LL BC 0 WEBS (214) 660-3940 -PLATE AAEA� t INC. MEMBER TRUSS PLATE INSTITUTE 92 33.33 OL ec to 2X4 03 SP ADDRESS: SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 112 I LUI4BER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED 70 BE CONTINUOUSLY 13) 05'- IN131CATES LATERAL BRACING MEMBE It"64101 SPECI". AND 19X MAXIMUM MOISTURE CONTENT, OR SUCH THAT THE JOINT SAACED BY EITHER 3/8* (MIN) PLYWOOD SHEATHING. 1/2" 141 INSTALLATION AND ERECTION OF THE TRUSR "ERNIANENT. AND I S OF I GHER ALLOWABLE STRESS VALUES. ALL VALUES USED 5) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' a G. (MAX). TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE WITH F OR OCSIGN AFIE BASED ON T HE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTtIEPWISE. CURRENT TPt BRACING AND ERECTION PUBLICATIONS. TIGNAL DES IGN 5 1 A"DARDS PUBLISHED By THE NATIONAL 71 V-2000 APPROVAL NUMINERS; USC 2342. FhA TC13 2014. S13CC III ALL COMPIRFSSION CHORD MEMBERS ASSUMED TO BE CONTINUOUIX.V151 THIS DESIGN CONFORMS TO CURRENT TPI DESIGN spECIFICA- FORE S' PA ODuCTS ASSOCIATION 7251. BOCA FILE 86-125 SPACED BY EITHER 3/6' (MIN.) PLYWOOD SHEATHING, 1/2' IIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND PJ THIS DES,G" 15 BASED ON CLARY C0144ECTOP PLATES ONLY. 01 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN MIN.) DRYWALL OR BRACING MEMKPS SPACED AT 16" a�c. QUALITY STANDARDS FOR TRUSSES. 3: C0104ECTOR PLATES S IZCS ARECBASE00 OatU4 AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM MAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY 4 CG"'E CTOP PLATE SIZES ARE ALLE I W DTH IACPOSS SLOTS) WITH THIS DESIGN 12) INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND Of LENGTH (AL014G SLOTS1 AP40 THE DRIENTATIGN OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE MIS-52 FOR RECOMMENDATIONS S17F CAI A QUT IS TnE DIRECT 1014 OF TME PLATE LENGTh. IDE14TICAL LOADING AND CONFIGURA71ON -CONFIGUAATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. RUN 4-0-0 3-0-0 1-5-14 Max Height 2-4-3 74 PLF 12 X 237# 100p 137# rn 37# 64# /11 T r-I 304# 300# 3.5)OX 8" Ul 13�51 2!5J 4x4 2x4 20 PLF 4-0-0 3-0-0 1-4-0 7-0-0 Farcesk-R) BUILDING TYPE: Enctosed Residential, CODE: Standard Bultding Code (SBCCI 1991) WIND SPEED: 110 no MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 3 Maximum deflection occurred at bottom joint #2. maximum Live Load Deflection of .003' 10/16). Index-.014, (L/28000) Maximum Total Load Deflection of .005" (0/16). Index-.014. (L/16800) I':C>peu V)I ,) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 7'0" STUB COMMONS ALPINE ENGINEERED PRODUCTS ITIC V-2000 2-0-0 LL Tc 30 2X4 #2 Ds SP ENG. FOFt TRUE TRUSS INC. 1801 S. GSW PKWY. BIC LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992 GRAND PRAIRIE. TX 75051 6.1 DL TC 7 2X4 #2 Ds SP LAYOUT to. 12 14) 660-3940 _PCATE AAEA--.-t1AC7TOA7_STL_ LL BIC 0 NESS MEMBER TRUSS PLATE INSTITUTE 116 33.33 OL Sc to 2X4 #3 SP ADDRESS: SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 1/2 1) LUMBER SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATES SMALL BE INSTALLED SYMMETRICALLY ON SO) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 0' INDICATES LATERAL BRACING MEMBER UX4 WIN.) SPECIES. AND s9X MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT� BRACED BY EITHER 3/0- INIM) PLYWOOD SHEATHING. t/2- t4l INSTALLATION AND ERECTION OF THE TRUSS. PERMANENT. AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 0) TOP CHORD SPLICES ARE NOT FIECOK44ENDED TO OCCUR IAIJM) DRYWALL DR BRACING MEMBERS SPACED SO' G.C. (MAXI. TEMPOSARY BRACING SHOULD BE DO+1E IN ACCOMAME WITH 'Up DESIC4i ARE EASED Ot4 THE LATEST EDITION OF INC NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS, IT"'AL CESIG14 STA110-05 F`UBLISIED 81 THE NATIONAL 71 V-2000 APPROVAL NUMBERS: USC 2342. FMA Ice 2014. S&CC I I) ALL COMPRESSION CHORD MEMBERS ASSUMED TO 69 CONTINUOUSLYIS) THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FORE$I PRODUCTS ASSOCIATION 7i�51. BOCA FILE 96-i2b aAACEO By EITHER 3/8" IMINA PLYWOOD SHEATHING. 11/2' TIONS FDA METAL PLATE CONNECTED WOOD TRUSSES AND 21 TH IS DESIGN IS SASE0 011 CLA-1 COWECT04 PLATES ONLY. 81 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN THIN.) DRYWALL OR BRACING MEMBERS SPACED AT tG' G.C. QUALITY STANDARDS FOR TRUSSES. 31 CGts:ECTGP OLATESSS;ZE 5 4RECBASED QMTAYTAL FORCE S ONLi. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). L04LESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MWIFIE0 IN ANY WAY. 4, CMs EC T OR MILA I E I ES ARE ALLED OU W 0 1 H JACAOSS SLOTS) WITH THIS DESIGN 121 INDICATES GEARING LOCATION. 01 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AIJD NGTH (ALONG SLOTS) Afg) 7 HE GAIENTArion OF THE 91 ThIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE hIS-91 FOR RECON04ENDATIONS a' LE I S11F C- —I IS T,,E 01FIECTION PF-I I IF I FNGT IDENTICAL LOADING AND CONFI%2PATION, -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. RUN i 7-0-0 Max Height 3-10-3 74 PLF A 12 237* 2370 64# 640 IT, -I- 302# 3020 (3.51851 (3 5181 u 20 PLF 2�j 2x4 Force 3(L-A) 7-0-0 P> BUILDING TYPE: Enc toSed ResfdentfaL CODE: Standard Bultding Code (SBCCI 1991) 1-4-0 7-0-0 WIND SPEED: 110 no MEAN ROOF HEIGHT: 13 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No truSSes; 4 Mid panel point deflection .4388 r Dif L CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 7'0" 140NOS ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 Ds SP ENS. FoFt TRUE TRUSS INC. 1801 S. GSW PKWY. SIC LUMBER PROJECT: CENTEX 3705 A DATE. 26 Dc t 1992 GRANO PRAIRIE. TX 75051 6.1 DL TC 7 2X4 02 Ds SP AYOUT 10. (214) 660-3940 -P-LATE-AA7 INC. FOR STL LL BIC 0 WEBS L OL EIC to 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 40 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 1/2 I) LU48EA SHALL BE OF THE SPECIFIED MINIMUM GRADES. 5) CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON fO) ALL TENSION CHOW MEMBERS ASSUMED TO A&E CONTINUOUSLY 13) 3-0' INDICATES LATERAL BRACING MEMBER (,X1 IN.) SPECIES. AND 19X MAXIMUM MOISTURE C0147EfiT. OR SUCH THAT THE JOINT BRACED BY EITHER 3/0" ININ) PLYWOOD SHEATHING. 112' 14) INSTALLATION AND EREC710M OF THE TRUSS. PERMANENT. AND IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 8) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BRACING MEMBERS SPACED 30* O-C (MAX). TEMPORMY BRACING SHOULD BE DONE IN ACCOFIDANCE WITH F OR DESIGN ARE BASED OU THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE, UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. 7 IGY4AL DESIGN STAP93AADS PUBLISHED BY THE NATIONAL 7) V-2000 APPROVAL NUMBERS: UBC 2342. FHA ICU�1014. SBCC III ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CON73NUDUSLY151 THIS DESIGN CONFORMS TO CURRENT IPI DESIGN SPECIFICA- F ORES 7 PRODUCTS ASSOCIATION 7251. BOCA FILE 86-125 BRACED BY EITHER 3/0* (MIN.) PLYWOOD SHEATHING. 1/2* TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 2) TM is DE 5 IC44 IS a ASED ON CLARY CONNECTOR PLATES ONLY 0) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN IMIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' C.C. QUALITY STANDARDS FOR TRUSSES. 31 Co OR PLATES SIZES ARE BASED 0"AX IAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN ANY WAY� �J CC;x4ECT -$EC I OR PLA I E 5 IZES ARE CALLED OUT W I DT, IA CROSS SLOTS) WITH THIS DESIGN 12) ES INDICATES SEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND LEhGT� (&LU4G SLOTSI A140 THE ORIENTATION OF THE 9J THIS DESIGN IS APPLICABLE TO SNORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE Nre-9i FOR RECOMMENDATIONS F-9ALL OU_J5 I�E 01F�E911OU Of THE PLATE LENGTH IDENTICAL LOADING AND CONFIGURATION. -CONFIGURATION AND LOAD114G SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. Max Heignt 3-10-3 In X 37 PLF 541 12 65* 5 Bell# 16150 7340 _T1 _T1 17410 17280 13.515OX 13 5)49% 503.5 PLF Forc.,(L-R) LOS BUILDING TYPE: Enc ad Resfdentfat CODE: Standard Bultding Code (SOCCI 1991) WIND SPEED: 110 mph X 4x4 3x4 In MEAN ROOF HEIGHT: 13, TRUSS LOCATION: (Se) area 3-9-8 3-2-8 UPLIFT CONNECTION REQUIRED- 4 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW 7-0-0 SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses'. I One Halt of 21-0-0 Trusses supported by Bot Chord maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .021* (0/16), Index-.089. (L/4000) Maximum Total Load Deflection of .033* (1/16). Index-.094, (L/2545) (?'2� ko CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 7'0' MONO GIRDER -7 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 09 SP ENS. FOR: TRUE TRUSS INC. - IN 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992 - GRANO PRAIRIE. TX 75051 6.1 OL TC 7 2X6 #I DS SP LAYOUT M. q0F (2t,l) 650-3940 _PLkTE__AAEK'_�_TNC. -FOR L LL BC 0 WEBS DL BC SCALE: 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 3/4 MEMBER TRUSS PLATE INSTITUTE 158 to 2X4 63 SP ADDRESS: il LUNBER SHALL BE OF THE SPECIFIED MINI"GRACES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON tOl ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 0' INDICATES LATERAL SPACING MEmaEA (IX4 01N.1 SP"CIES, AND 19%MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT� BRACED BY EITHER 3/0" (MINI PLYWOOD SHEATHING. 1/2" t4) INSTALLATION AND ERECTION OF THE TPAJSS, PEIN 1. AND is OF HT GHEP ALLOWABLE STRESS VALUES. ALL VALUES USED 5) TOP CHORD SPLICES ARE NOT PECOW4ENOEO TO OCCUR (MINI DRYWALL OR SPACING MEMBERS SPACED 10* G.C. IMAX). TEMPORARY SPACING SHOULD BE DONE IN ACCOP43ANCE W I. FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURIENT TPI BRACING AND ERECTIO14 PLKILICATIONS. TIONAL DE S IGN STANDARDS PUBLISHED 13Y THE NATIONAL 71 V-2000 APPROVAL NUMBERS: U11C 2342. FnA 7CO 2014. 513CC 11) ALL COMPRESSION CHORD MEMBERS ASSIUMED TO BE CONTINUDUSLY15) THIS DESIGN CONFORMS 70 CURRENT TPI DESIGN SPECIFICA- 21 FOREST PAODUCTS ASSOCIATION 7251. BOCA FILE 86-125 SPACED BY EITHER 3/9" hil".) PLYWOOD SHEATHING. 1/2* TIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND THIS DESI G`4 IS BASED ON CLAAf C0104ECTOR PLATES ONLY 0) THIS TRUSS HAS BEEN DESIGNED FDA THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACEO AT t6* O.C. QUALITY STANDARDS FOR TRUSSES. 31 COW4fCTOA PLATES 517ES APE BASED ON AXIAL FORCES ONLY. ON THIS ORAWLNG. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. ifil NO MEMBER OF THE TRUSS MAY BE OUT OR MODIFIED IN ANY WAY. 41 C ,�*IECTDA PLATE SIZES ARE CALLED OUT WIDTH IACROSS SLOTS) MIT" THIS DESIGN f2j BE INDICATES BEARING LOCATION, 0) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPrNG AND LENGTH I , CIE I CALL gLlll�*SLOT.SIANO T11E.FPT1,1'ETALT1�O"OF IT S S. IS APPLICABLE TO SHOOTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE "15-91 FOR RECOMMENDATIONS HE 9 "IF S I,., '7ION TE L:NG 11 T gt" WIGURA710H, -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES NOT USED. _ADDIT I ONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATUMP.. 3-2-4 RUN 7-4-7 5-5-15 6-7-11 4-6-10 4-8-6 4-0-12 RUN 1-5-14 1-5-14 Max Height 10-7-3 74 PLF 12 lzq a 4t, 12 A 6 C71 X 4)4 h,4# 419f 1 2127# 13.5145$3.516% , 3 5 (3.5)30% flu 08 wc 5 20 PLF 3x5 X OX6 TV E_ 17 f%pj # 7-4-7 6-5-15 6-7-It 9-3-0 7-3-0 Forces 4-14) 1-4-0 1-4-0 BUILDING TYPE: Enclosed Residential 37-0-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: AT EACH SUPPORT. MET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: I Special Loading; Refer to Loading Diagram THIS TRUSS ANALYZED WITH PPSA maximum deflection occurred 50.88" from the left end of bottom panel 04. 2 members Required Maximum PPLive Load Deflection of .152* (3/16). Index-.154. (L/2193) FASTEN T06ETHER WITH: TOP Sod NAILS 12:0.c. - Maximum PPTotal Load Deflection of .253* (4/16), Index-.171. (L/1404) BOT 10d NAILS 12 D.C. WES 10d NAILS 12*0.C. FASTEN AT OR NEAR ALL PANEL POINTS. �1>12C-u 5-1-q3 1+,t Loflvf-�) DO NOT NAIL OR SOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING 1PSF) TC LUMBER TRUSS: 37'0* SPEC GIRDER ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 Ds SP ENS. FOR: TRUE TRUSS INC. - 801 S. Gsw PKWY. SC LUMBER PROJECT: CENTEX 3705 A DATE: 26 E. TX 75051 6.1 DL TC 7 2X5 #I Ds SP GRAND PRAIRI Oct 1992 12j4) 660-3940 -PC-ATE-AAE -C. FOA STL LL SC 0 WEBS LAYOUT 111, Pd MEMBER TRUSS PLATE INSTITUTE 508 T-JrN 33.33 DL BC 10 2X4 #3 SP ADDRESS: SCALE: -L TOTAL 47 1 EXCEPT AS MAY BE NOTED 1/8 I I LUMBER SHALL BE OF THE SPECIFIED WININUM GRADES, 51 CDP94ECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINIJOUSLY 131 0- INDICATES LATERAL SAACING MEMBER (IX4 MIN.) SPECIES. jU40 19%MAXIMUM MOISTURE CONTENT. OR SUCH THAT THE JOINT BRACED BY EITHER 3/8" tMIN) PLYWOOD SHEATHING. 1/2* IAI INSTALLATION AND ERECTION OF THE TRUSS, PEPAL"NT. AND I S OF nIGmER ALLOWABLE STRESS VALUES. ALL VALUES USED a) TOP CrAM SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR BkRACING MEMBERS SPACED 10' G.C. (WAY). TEMIPOPUWAV BRACING SHOULD BE DOME IN ACCORDANCE WIT" ,OR DESIGN ARE BASEO 014 THE LATEST EDITID14 OF THE NA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. t IONAL DESIGN STANDARDS PUBLISHED 8V THE NATIONAL 71 V-2000 APPROVAL NUMBER& UBC 23A2. FKA TC8 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTIMUDUSLVJ6) THIS DESIGN CONFORMS 70 CURRENT TPI DESIGN SPECIFICA- F OQEST PRODUCTS ASSOCIATIO14 7251. BOCA FILE 96-125 BRACED By EITHER 3/0* (MIN.) PLVWOOD SHEATHING. 1/2* TIONS FDA METAL PLATE CONNECTED WOOD TRUSSES AND 21 1 H IS DESIGM IS BASED ON CLAPI CONtJEC7OR PLATES ONLV 81 THIS TAMS HAS SEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACEO AT &6" O�C. QUALITY STANDARDS FOR TPAJSSES. 3, C 0194EC70-PLATES SIZES APE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. 151 NO MEMBER OF THE TFAJSS WAY BE CUT OR MODIFIED IN ANY WAY. Al C 7 1 S A C BTJMECrOA PLA E IZES RE ALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 12) ES INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND LEN,TM (AL014G SLOTS) AMC) Ilk DRIENTATIO14 OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAM TRUSSES OF ERECTION OF TRUSSES SEE n[B-91 FOR RECOMMENDATIONS SIZE CALL OUT Is T�f PIPE TION Of THE PLATE LENGTH, IDENTICAI LOADING AND CONFIGURATION, -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPDNSIBILIIY OF FABRICATOR. -FALSE BOTTOM CHORD INFORMATION FALSE 80T 27-8-0 ON LEFT. VERTICAL SPACING-4-0-0. USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE SOT CHORD VERTICALS. USE 3X4 MIN. FOR SCARF ON FALSE 507 CHORD. 4K TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH Ix4 CONT. LATERAL BRACING AT 2 D.C. MAX SPACING. RUN 7-1-3 6-6-11 6-10-3 5-2-0 5-4-12 5-11-4 RUN 1-5-14 1-5-14 Max Height 10-7-3 74 PLF 12 'Z:l 6 4450 4960 391# 4940 409# 12 st. 209# 6 F,-" .3t, 252f �>' 94 0 130# 56* 49611 9 '09' _'t' 494 t�20! 2# 5, too# 203t It M# 171lf 1712f 13.5149� 13,5149% W, WT (U 3x6 flu 5x5 -J 6 20 PLF 3x6 3x4 12 1 1-2-0 10-4-8 30-1-0 4-0-0 5-4-12 5-11-4 Forces 11.4k) 1-4-0 1-4-0 BUILDING TYPE: Enctosed Resfdentiat 37-0-0 CODE: Standard Bultding Code (SBCCI 1991) WIND SPEED: 110 q* MEAN ROOF HEIGHT: 13, TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 7" N AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: I Maximum deflection occurred at bottom joint #5. Maximum Live Load Deflection of 214' (3/16). Index-.173, (L/2075) Maximum Total Load Deflection of .335' (5/16). Index-.181. (L/1325) 11c, r(.,)I:,Jf)) TRUSS: 37'0' SPEC CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF TC LUMBER ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL Tc 30 2X4 #2 Os SP ENO. FOR: TRUE TRUSS INC. toot S. Gsw PKWY. BC LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992 GRAND PRAIRIE. TX 75051 6.1 DL TC 7 2X4 #2 Ds SP OUT In: (214) 650-3940 -PC-ATE-AAEA-- tTNC-.-F0A-3TL-_ LL BC 0 WEBS LAY DL SC 10 2X4 63 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 546 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 I I LUMBER SM ALL BE OF THE SPECIFIED MINIMUM GRAOES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY 13) .0- INDICATES LATERAL BRACING MEMBER (IXA WIN.) SPECIE S AND 113 WAI T. .ISTU-1 CONIE.1. OR SUCH I.AT THE .1.1 BRACED BY E17HER 3/8 IMIN) PLYWOOD SHEATHING. t/2 14) INSTALLATION AND ERECTION OF THE TRUSS, PERMANENT, AND IS OF H '"r R AL L..ABLI STWES5 �ALLJES. ALL VALUES USED 61 TOP Cr9)PO SPLICES ARE NOT RECOMMENDED TO OCCUR (HIM) DRYWALL 00 BRACING MEMBERS SPACED 20' G.C. (MAX). TEMPORARY BRACING SHOULD K DOME 114 ACCORDANCE WITH FOR DESIGN ARE BISE 0 ON THE LATEST EDITION OF THE MA- DIRECTLY ABOVE A BOTTOM CHOW SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUBLICATIONS. YID4AL DE 5 1 GN STANDARDS PUBL15MFD BY THE NATIONAL 71 V-2000 APPROVAL NUMKRS: UBC 2342. FhA TC8 2014. SSCC 12) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY15) THIS DESIGN CONFORMS TO CURRENT IPI DESIGN SPECIFICA- FORE 57 PRODUCT 5 ASSOCIATIOti 7251. BOCA FILE 86-325 SPACED BY EITHER 3/8" IMIN.) PLYWOOD SHEATHING. 1/2' IIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND 2, THIS 1'4' IS a ASED ON CLAP' COMMECTDA PLATES ONLY 0) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (WIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16" G.C. QUALITY STANDARDS FOR TRUSSES. DES r 3) C0104ECIIII PLATES IIZE S ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM (MAX). UNLESS NOTED OTHERWISE. IQ NO MEMBER OF THE TRUSS WAY BE CUT OR MODIFIED IN ANY WAY, C."E C I GA PLA I E S IZES ARE CALLED OUT WIDTH IACPOSS SLOTS) WITH THIS DESIGN t2) S9 INDICATES BEARING LOCATION. 0) SPECIAL HANDLING CARE S14OULO BE TAKEN DUAINO SHIPPING AND BI LEI� T" 1UL111.11 SLI'IT'ST Al�1:11,T.","C,"IllTALT�1IT04 ILIF TIM BI THIS DESIGN IS APPLICA13LE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE"15-91 FOR RECOMMENDATIONS ALL . I S P, T M , E 1 AND CONFIGURATION, -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FDA HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .4" -FALSE BOTTOM CHORD INFORMATION FALSE SOT 7-0-0 ON LEFT. VERTICAL SPACING-4-0-0. USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE SOT CHORD VERTICALS. USE 3x4 WIN. FOR SCARF ON FALSE SOT CHORD TRUSS BOT70M CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH IxA CONT. LATERAL BRACING AT Z' D.C. MAX SPACING. 2-7-0 3-3-3 3-4-15 RUN 4-5-0 3-6-11 3-3-3 5-5-0 5-3-4 5-9-12 RUN 1-5-14 1-5-14 max Height 10-7-3 74 PLIF 12 5A!5 327# 247# 2420 3959 39190 11*4 2270 2 12 2480 114 -50 90# 8911 126# 63# lip 153# 11 - I _# Big X A, 66# 17f2f 2-A3 CU 171lO 13.5149) 3XB 13.5149% io 4x4 3x4 a 4x4 6xS 3x -3 3.58 20 PLF 3X8 12 7-0-0 4-7-12 4-4-4 4-6-0 8-0-10 8-5-8 Forcesk-A) 0205 020s 02Ds 0205 #2Ds 1-4-0 2x4 2x4 2x4 2x4 2x4 1-4-0 BUILDING TYPE: Enclosed Residential 37-0-0 CODE: Standard Buftding Code (SBCCI 1991) WIND SPEED: 110 ffo MEAN ROOF HEIGHT: 13 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 2 Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .595* 00/16), Index-.482, (L/745) Maximum Total Load Deflection of .932' (15/15). Index-.504. (L/476) RECOMMENDED CAMBER: .51" t-,- C7 2, q C D" CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' SPEC A w ALPINE ENGINEERED PRODUCTS Inc V__20OO 2-0-0 LL Tc 30 2X4 02 Ds SP ENG. FOR: TRUE TRUSS INC. - 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992 GRAND PRAIRIE, TX 75051 6.1 DL TC 7 2X6 #1 Ds SP LAYOUT 10: 7-FOR-ST- LL BC 0 WEBS (214) 650-3940 PL-ATE-AnEA C INC. L MEMBER TRUSS PLATE INSTITUTE 852 33.33 DL BIC 10 2X4 #3 SP ADDRESS: SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 I LUt413EA SHALL BE OF THE SPECIFIED MINIMUM GRADES. 51 CONNECTOR PLATES SHALL BE INSTALLED SYMMETRICALLY ON 101 ALL TENSION CHDAD MEMBERS ASSUMED TO BE CONTINUOUSLY 131 0' INDICATES LATERAL BRACING MEMBER IJX4 MINJ SPECI'S. AND !9X MAXIMUM .01SIUAE CONTENT. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8* 04114 PLYWOOD SHEATHING. t/2* $A) INSTALLATION AND EREC71ON OF THE TRUSS, PEAw"HT. AND IS OF HI�EP LLOWABLE STRESS VALUES. ALL VALUES USED 81 TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN DRYWALL 00 BRACING MEMBERS SPACED 10* O.C. (MAX). TEMPORARY BRACING SHOULD BE DOME IN ACCGFkDANCE WITH F GR 0 CST GN ARE BASED Caj THE LATEST EDITION OF THE 11A- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHEFIWISE� CURRENT TPI BRACING AND ERECTION PUBLICATIONS, I 104AL DESIGN STANDARDS PUBLISHED Ely THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC W3A2. FHA TC13 201A. S8CC III ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CONTINUIDUSLY15) THIS DESIGN CONFORMS TO CLFWNT YPI DESIGN SPECIFICA- FD REST PRODUCTS ASSOCIATION 7251, BOCA FILE 66-125 BRACED BY EITHER 3/B* (MIN.) PLYWOOD SHEATHING. 1/2* TIONS FOR METAL PLATE CONNECTED 0000 TRUSSES AND a� THIS DESIC44 15 BASED C41 CLARY CONNECTOR PLATES ONLY 01 THIS TRUSS HAS BEEN DESIGNED FDA THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT 16' o.c. DUALITY STANDARDS FOR TRUSSES. 3 CONtIECTCA PLATES 512ES APE BASED ON AXIAL FORCES ONLY. aft THIS DRAWING. INSTALLATION AND USE SHALL CONFORM IMAX). UNLESS NOTED OTHERWISE. ifil NO MEMBER OF THE TRUSS MAY BE CUT OR 14001FIED IN ANY WAY. 4 1 C�414"CTOP PLATE SIZES APE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 121 IM INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOLLD BE TAKEN"INS SHIPPING AND 0 LENGTH I ALONG SLDYSJ AHO THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE hIB-91 FOR RECOMMENDATIONS E CALL OUT IS T�c f)jRECjjQN OF THE PLATE LEF4GIN I COW IGURAI ION, -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPDNSIBILIIV OF FABRICATOR -FALSE BOTTOM CHORID INFORMATION FALSE SOT 12-ii-S ON LEFT. VERTICAL SPACING-A-0-0. USE MIN[" OF 2X4 PLATE FOR FASTENING FALSE SOT CHORD VERTICALS. USE 3x4 MIN. FOR SCARF ON FALSE SOT CHORD. TRUSS BOTTOM CH0690 ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 1),4 CONT. LATERAL BRACING AT D.C. MAX SPACING. RUN . 5-0-0 6-0-0 4-9-14 4-8-2 5-5-0 5-3-4 5-9-12 PAN 3-5-14 1-5-14 Max Heignt 10-7-3 74 PLF 12 S y 55 12 6 1 1839# (3.5153% fixe 3X 13.5153% 3x4 5x5 4 20 PLF 3x7 12 1 5-0-0 6-0-0 9-5-0 B-0-30 8-5-6 - Forcesk-R) 1-4-0 1-4-0 BUILDING TYPE: EncLosed Reefdontfat 37-0-0 CODE: Standard Bulidfng Code (SOCCI 1991) WIND SPEED: 110 q)h MEAN ROOF HEIGHT: 13 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 8 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 47.5" from the left end of bottom panel #3. Maximum PPLive Load Deflection of .42' (7/16). Index-.343, (L/1049) Maximum PPTotal Load Deflection of .658' (ij/16). Index-.359. (L/659) D' RC-U 5-1-`43 Y'10 CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING JPSF) TC LUMBER TRUSS: 37'0" SPEC 8 ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 02 Os SP ENG. FOFt TRUE TRUSS INC. - IBOJ S. GSW PKWY. 5.1 BIC LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992 GRAND PRAIRIE, TX 75051 DL TC 7 2X4 #2 Ds SP AYOUT 10* )DF (2j4) 650-3940 'PLATE -I NC_. F0A__9T_L LL BC 0 WEBS L DL 8C to 2X4 03 SP ADDAESV. SCALE: MEMBER TRLISS PLATE INSTITUTE 632 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 ill.''LLt".11-IF�j 1"".1 L PF 111,7 1-.1!f rj �'-1 IPI,"I I'll I'I '-I-I I E T V,1 0 1�j 10,Httf'IS tIA(o I D HE' I I I 111 10�51 S;'EC11T1'F. " "". I"I V F1,11-JI-C C2-Ellt �r' S-1-1- 1-1 "�E -101111 R��U.EC,BI LIHIEH j/H 141HI PL�WODO �HCAIHIIIG 1/2' 141 1 ITS I ALL A I I�A) AIIC,F TE.'I I CI I tt�E 1�1_)S�� IG -F -'LL,,WABLEt,STRESS�Ti�L-JEG6�-11""Lll""Sl. 11 T-1"H1CA1'LI1E1 'Al 1101 TO �:C-Ilt Q41 It DRIWALL DP ERA�IIIC,IIEMSE�S SPACED IC' 0 C IMAI! IEMP AIII 12-C1115 SHCULD BE D011E III -ECCACArI-E .11" F R IT �R B.SED o t T� - 'I I -HO-G, SPL I�!E 'JULESS UOTED'�THERWISE UPREIIT IPI BRACING AfIr ERE�TIOII P-16LIC4TII�IIS o D E HE L EST E TID :F H,, G11 L 8"11 A T1�14 TIDHAL DES1112 STAF4rAADS PljBL15HED Bf THE tIATIDIIAL -2 o RD WA -MBERS. VBC 23A2. F"i T�-B 2014. SeCL' Ili A L CC-MPRESSIC44 CHORr ME 14BERS ASSUMEO TO BE CONIIIMUSI-051 TH15 DESIGII CDIIFCFMs T.D TjRREITT TPI DE51GF4 5PECIFICA- r oR 'I S ,SS3,IATIOrt 7251 BOCA FILE 6 -125 BRACED B�EITHER 3/R" :M ',� ILIH AT 111 1/2' 1150S FDQ METAL PLATE C-01111ECTEO WODD TRUSSES ANC, 21 TI-tI!SDTEP"`Tt-' 15 B�SED QH CLI-1 CGHHE:T()Q PLATES 5NI, e) THIS T�J-S BEEII rESIGIIED — THE LrADIIJG %HDWII 114111.) DPfWALL UP BPACIIIG"14E 14BE It S0(5�CASEHED AT' 156 o c. O-IALITI ST4FIDARGS FOR I�U5 SE S S I"'" 5 H"S 3$ �O?IUECTDA PLATES SIZES APECB11;Er G4 ILYTAL FORCES 01 IL 1, 011 THIS []QAWrr1G. IIISTALLATIGII -115 USE SHALL �MA,H. U14LESS IIOTED OTHE-W I SE. D E TH� IR SSS14A' BE CUT OR 140DIFIED 11) 'r4' HA TO P _ I 41 COtjt]ECTD. PLATE SIZES ARE ALLEr O'jT WICTH iACDnSS SLOTS: WITH THIS DESIC44 12� IUOICATES REAM1113 LOCATION 671) ISI EM 1AZBERAIGIOL. ITS A'j HD�ULD B TAXEN oV.1145 S.1-111- I RE _ E H 0 F IS APPLICABLE III I PT 0 SPAN T1'1s1E1 OF ERECTIOU OF TRUSSES SEE IS 91 FOP PECC-MMEItDATIOIIS 'E ;,I" 1AL01,11, 'LCT�"I""1'11�'JCT�"Ir RT1E11TP1LT'11TE r T I EST LDA."'G "H�'CUF'S's 0 r L TH -CCjIIFIGUAAT TO" A"D LOADIII'S SPECIFIED Bf F48PICATOA I A TCP ADDITIC44AL PLATI14G FOR HA CLING TRUSSES IS PESPD14SIBILIle OF F46PIC, -ANTICIPATED HOPIZOTITAL MOVE14ENT UNDER TOTAL LOAD �079* 3-0-0 RUN 5-6-0 5-2-8 6-9-8 5-5-0 5-3-4 5-9-12 RUN 1-1-7 1-1-7 Max Height 10-7-3 74 PLF 12 6 5-X5 12 46# 5 I rn 674# (3.5164% (3.5145% 1 3x4 (3.5126% 5x5 3xB 3x5 5xB 3jr4 3x5 20 PLF 3TT5 -1 3,45 3.45 t�- 71 12 12 3-0-0 5-5-0 5-2-8 6-9-8 8-0-10 8-5-6 ForcesfL-P) 1-0-0 1-0-0 BUILDING TYPE: Enctosed Residentiat 37-0-0 CODE: Standard BuiLding Code (SBCC1 1991) WIND SPEED: 110 niph MEAN ROOF HEIGHT: 13 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 05 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 6 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 44.23' from the left end of bottom panel #5. Maximum PPLive Load Deflection of .108' (2/16). Index-.139, (L/2572) Maximum PPTotal Load Deflection of .159" (3/16), Index-.146, (L/1643) [�>REV 5-1-93 (WIND) CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37*0" SPEC CATH T-17 ALPINE ENGINEERED PRODUCTS Inc V--A-000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOFt TRUE TRUSS INC - SDS 1 801 5, GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 8 DATE: I Feb j993 GRAND PRAIRIE TX 75051 7.0 DL TC 7 2X4 #2 N SP (214) 650-3946 PL A I E-WAEX—' V-TNC-.--FDA-3TC- LL BC 0 WEBS LAYOUT TO: 532 OL SC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED I) LUMBEP.SHALL BE OF THE SPECIFIED MINIMUM GRADES, 5) CONNECTOR PLATES SHALL BE INSTALLED SYM14ETAICALLY ON 10) ALL TENSION CHORD MEMBERS ASSUMED TO BE CONTINUOUSLY Ili) 0" INDICATES LATERAL SAACING MEMBER fIX4 MIN.) SPECIE UJO 19%MAXIMUM MOISTURE COUTENT. CA SUCH THAT THE JOINT. BRACED BY E17PZR 3/9* (MIN) PLYWOOD SHEATHING. 1/2" f4l INSTALLATION AND EREC71ON OF THE TRUSS. PERMANENT. AND 15 OF n P ALLOWABLE STRESS VALUES. ALL VALUES USED 6) TOP CnORQ SPLICES ARE NOT RECOMMENDED TO OCCUR (MIN) DRYWALL OR SPACING MEMBERS SPACED 10' Q.C� (MAX). TEMPORARY BRACING SHOULD BE DONE IN ACCORDANCE PIIT� F UP ES�G" APE BASED Of4 TPIE LATEST EDITION Of THE NA- DIRECTLY A80VE A BOTTOM CHORD SK ICE. UNLESS NOTED OTHERWISE, CURRENT TPI BRACING AND ERECTION PUBLICATIONS. " C4 TIrt-AL DESIGN STANDARDS PUBLISHED By THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCO 2014. SOCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO K COMTINUDUSLY151 THIS DESIGN CONFORMS 70 CURRENT TPI DESIGN SPECIFICA- FOPEST PRODUCTS ASSOCIATION 7251, BOCA FILE 86-125 BRACED BY EITHER 3/8* (MIN.) PLYWOOD SHEATHING. 1/2' TIONS FOP METAL PLATE CONNECTED WOOD TRUSSES Apia I HIS DESIUJ IS a ASED ON CLARY COIN4ECIDA PLATES ONLY 81 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN (MIN.) DRYWALL OR BRACING MEMBERS SPACED AT Ifi* o c. QUALITY STANDARDS FOR TRUSSES. 31 C 01!�IELTO"PLATESSSZIZESAAPE BASED UA AXIAL FORCES ONLY, ON THIS DRAWING. INSTALLATION MAD USE SHALL CONFORM (MAX), UNLESS NOTED OTHERWISE. IS) NO MENKA OF THE TRUSS WAY BE CUT OR MODIFIED IN ANY WAY`. 4) CO3 'ECTO P I - LA E I ES RE CALLED OUT WIDTH IACROSS SLOTS) WITH THIS DESIGN ta) INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CARE SHOULD BE TAXEN DURING SHIPPING AIJO BI Lllr�T" 'U'LO"IrG SLOI'1IRA1,DI1,"E DPI,111"AL�104 OF'T"E 9) 7 IPS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIS-91 FOP RECOMMENDATIONS 'H, C D I OF H', I 'C', IgE 4T IrUPATION, -CONFIGURATION AND LOADING SPECIFIED By FABRICATOR -ADDITIONAL PLATING FDR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -ANT I C I PATED,HOP I ZONTAL MOVEMENT LINDER 70TAL LOAD .2' ALIN 1,--5-5-0 1-6-0 5-6-0 RUN 1-5-14 1-5-14 4 PLF Max Height 3-10-3 12 '��6 5-A17 > Ili# 12 246f 't' 248# 6 rn A, ru cli 19�3# 2 # 193# 121 52# 520 11 It, 7X5 632# 6311 (3.5118% [3.5118% 4 4 3x6, 3x6 12 12 20 PLF 5-6-0 3-0-0 5-6-0 I 1-4-0 14-0-0 1-4-0 Forces(L-P) BUILDING TYPE: Enclosed ResIdentlat CODE: Starxiard Bultding Code (SBCCI 1991) WIND SPEED: 110 no MEAN ROOF HEIGHT: 13 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 3 Maximum deflection occurred at bottom joint #3. Maximum Live Load Deflection of .212* (3/15). Index-.455, (L/792) Maximum Total Load Deflection of .332" (5/16). Index-.474. (L/506) PIE V 5- 1-q3 H6 W 1 N CLARY DIVISION PLATE TYPE: D.C. SPACING UADING, 1PSF) TC LUMBER TRUSS: 14*0" TRAYS ALPINE ENGINEERED PRODUCTS Inc v 2X4 02 Ds SP ENG. FOFt TRUE TRUSS INC. __2000 2-0-0 �LL Tc 30 1801 S. GSW PKWY. 6.1 1 BC LUMBER PROJECT: CENTEX 3705 A DATE: 26 Oct 1992 GRAND PRAIRIE. TX 75051 DL TC 7 2X4 #2 Os SP (2JAI) 650-3940 PLATE APXA: 9-TNC. TOW-STL LL SC 0 WEBS LAYOUT 10' DL BC 10 2X4 03 SP ADDRESS: L�a WmBER TRUSS PLATE INSTITUTE 292 33.33 SCALE: TOTAL 47 EXCEPT AS WAY BE NOTED 114 I A� .-- . \ 'aosel wa\11 %io Plal.\111a ,4#3, S.ILOIP \s�O S\q is '\j 84 "I OV\ %i\%got laa� PU'e Sig 9 0 d Ue Is Cilia S\Opq to lsk\ 14)PU0 pelledal eq sssoll SUOI som'30 Ua Vol 0 9114V SUOIN 13151ol,So lot 0 to , 4 ssiavola ullau 'euoN '�'aWlpd9l3 ,aau\fPS� -000 lol so%Ah%1 ds laselAL S� P \ ,as 0 0030 0 Ila suoll'a I) e,OF T11C SPECTfIEV MINIMUM QAA"%. 61 CONNECTOR PLATE$%NALL a INSTMASO Sys"TaICALLY IN to TkIs OC%lO" IS To SNORTER SPA14 TWASES or ill _0" swoswu LATERAL sAAp"o Kum% I%YA wmi S=�w4IULJW WOMILK CONTCWTI OR SUCH THAT THE JOINT. ICANTICAL,LOADING AND WNFIVURATION, 141 INSIALLA71ON AND EAECIION OF 114 INUSS. p9%WJENT, AND Is of"14,400 ALLOWARL9 6TA92S VALL91, A"VALUE*USCO 44 TOP C"W0 SPLICKS AM#41 MC40*m&P 10 0=0 44) THE 14W OOM SMALL ft LATOPALLV ORAC90 EITHER NY 3.09* 4W�CAARV BRACING fiHMLQ NE Me IN AccopGAW-C WITH I ,fop DESIGN ARE GASCO a"THE Uhit$[COITION OF Tot KA_ OIRECTLY ASOW A SQ%TGW CHORD SPLICE. 60116.1 SHCATHISO 04 1101ACINO WCYAKRG SPACES AT 3-0'D.C. CLFRONT IPI W4CIHG AND CRECTION FuSLICA71OH6, 'C IJCNAL DESIGN STANDARDS MIL)"D SV THC K4TJOKAL 111 V-000 APPOWYAL NU14Kft VW MU& FPO JCP 2014. SAM b".) to THIS DESIGN CONFORMS IQ CLOWAN.-Hr tot DESIGN SPCCtrIC4_ ForIEST PRODUCTS ASIOCCArlow. Intl OOCA FILE 06-120 111 THE NOTION CHM WALL 99 LATERALLY SRACCO EITHER NY Is"FOR WETAL PLATS tweCTEO Woo TAL"S Me VJ THIS DESIGN IS SASED OW CLARY CONNECTOR PLATE$OWLV. TO THIS In=WW1"910 DESIANED FOR THE LOADING SHOW4 t/V p4j".) VAV".L OR SPACING MEMBERS SPACED at to QUALITY STANDAMS FOR JAUSUS. S 31 CONNCCTOR ftATES$INS ARE SASEQ ON AXIAL FQPXAI CALY. ON THIS 10"IM1. INITALLAII01 AND UK SNA"C40POOM 0.4 wX.J. 14W NO MEMBER OF THE TAU"NAY Of CUT OR 6WIfTCO IN ANY WAY. ' 41 C0114ECTOR PLAIN SIZES JIM%IYCN 00 DID. AXIS SV I Oro. WIN THIS DESIQH� 12) gB INDICATES SCARING LOCAVIOW� .1 "is w9p. py"QRIZ wOdd WOO Length Maximum deflection occurred at bottom joint #5. -COWIOURATION 6 LOADINO SPECIFIED BY FABAICATOR, sPlate turned 90 dog, Maximum Live Load Deflection of .19m. Index-.335, (L/1072) -PLATE TOOTH VALUE REDUCED By 15%, 14 P-TVpical Panel Maximum Total Load Deflection of .261". Index-.307. (L/761) -HORIZ. STAONGBACXS PER PCT-80 SECTION 800 MO. ;:TV Total quantity of trusses - I PLF a) X X X X X X U') 14- to In en rn Iq (0 (D X X X X X X X X (3.51 13.5) 16 1-12 115:219.5, PLF rHIS TRUSS ANALYZEO WITH PPSA3 (Left-to Right) rop -1275 -2950 -3850 -4033 -3469 -2209 0 KESS -1009 1529 -1322 820 -780 371 -333 -90 137 -559 596 -1041 1087 -J629 -104 30T 0 2309 3560 4110 3926 3023 1359 1 CLARY A Division of PLATE TYPE: D.C. SPACING LOADING OW) TC LUNDE102-AX2 #2 09 Sp DESCRIPTION ALPINE ENGINEERED PRODUCTS Inc V_2000 2_0_0 40 16*11-3/4' GARAGE HEADER $001 S. GAEAI SOUTHWEST PKWY. LL Tejo GRAND PRAIRIf- TX 75051 5.0 OL TC 0 9c Lut"n 1-4x2 #2 Os SP r;NG. FOFt TRUE TRUSS INC. "NIORCE Program (2t4l "0-3940 FOR af! LIL WIG WEBS 4x2 #3 SP 568 at 33% OL PpO.XCT: 5 EXCEPT AS MAY SE NOTED MASTER DA'%6 OCT 1992 V-jM 11 14 OF THE SPECIFIED WINIMUO GRAMS. 5) CONNECTOR PLAJIS 04"a 04TALLAD S""INSCALLY- S) THIS OUION IS APPLICASLE TO$40ATER SPA64 TWSSES OF 131 WAXINUM WISILK CONTENT, 04 SK4 THAT INS lOtOTICAL LOADINA AM WIF11RARATIOW 14) INSTALLATION 0. IS OF H;G#09 ALI.0"Act SIAM VALIKS, ALL VALUES USKO Q TOP 01000 SPUMS AM Not MIC01#40"O TO OCCUR 141 log TOP C#4V SKALL Of LATERALLY SPACSO till"NY 3/0' TCWQAAAV SAACINQ POJW FOR VISION AM SAW ON ThE LATEST EDITION OF Ite OA, DIRECTLY~A IOTTON C""Smitt. 141*4 StICATI4114 ON SAACINO MENU"SPACCO AT 3*-**D.C. CLAKNF TPI AAACINO AIV(PICTION TIONAL DENTON STANDARDS PLOLISICO SY T"t NATIONAL 1 71 V-9000 APPROVAL MAAKP* UK 04, FNA ice 8011L Sam IMAJI.). 161 THIS DESIGN CWOAw*10 OARNI 1pi 0951W- twist PWOKI$ASSOCIATION. U01. so"ME 01-to $if 1#4 GOTION CHM 00A.1,K&AMPALIV 84=8 EITHER 8Y IJONS FOOT OCTAL PLATS CONIRLMO VOOD 1^4US AND 21 TWIS OESJON IS&ASID ON CLARY CONNECTOR PLAM MY, 01 Twig TRIM NAS WIN OCSIANKII FM I$*L04ING$WOW sts,041M.1 DAYVAU Olt P41HO WA"Als SPAC10 AT to,.0* 1XIALTIV SIA44DAAM FOR 1"US, "3) C044ECTOA PLATE$SIZES ARE VASCO ON AXIAL FORCES ONLY, ON THIS ORAVINS. INSTALUTION 00 UK SHALL CONFOW O�c OW.1 IS) NO MENSEA OF INS TANSS WAY K CUT 00 WDIFIED IN ANY WAY, ' C 14) C04NECTOA PLATE silts Am 4$VrO 0 ace. AXIS tv a OCO VITO THIS OESION $at IS 114DICATES 89AAIND LOCAIION� AXIS IV90. ly WAII I -Odd Web Length Maximum deflection occurred 6.72' from the left and of bottom panel 04. -CONFIGURATION 6 LOADING SPECIFIED BY FABRICATOR, -Plate turned 90 dog, Maximum Live Load Deflection of 234% Indexe.414. (L/871) -PLATE TOOTH VALUE REDUCED By 15%. P-Tvpical Panel Maximum Total Load Deflection of .322% Indexe.379, (L/633) -HORIZ. STRON68ACKS PER PCT-80 SECTION 800 RED. P:TV Total quantity of trusses a I 175 PLF 01 to W in M to M In in III In M X X X X X X X X X X X X (V in 0 to In ri 1� ru In ri 14' (0 X X X X X X in W In In 97 in in X X R*1558 in In A-1558 13.51 13.5) 4E PLF HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left to Right) lop -2280--2280 -5182 -5182 -6617 -6617 -6617 -6617 -5182 -5182 -2280 -2280 ESS -1533 2653 -249 -1975 1529 -219 -1080 645 -219 -218 -216 -219 645 -1088 -219 1529 -19751 -249 2653 -1533 0 3916 6083 6798 6083 3916 0 PLAT V! TYPE: O,C. SPACING ILOWING OW) TC L0QEA2_4X2 #2 09 Sp DESCRIPTION OF 2000 2-0-0 1 40 16*JJ-3/4* GARAGE HEADER A let LL TC10 9C LWUA2-4x2 #2 09 SP ENO I FOR 51JOL TC 0 TRUE TRUSS INC. Ira* 4x2 #3 SP z PROJECT: MARTFO 1OATqjX nry fq92 SC�L'F