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Permit 1516 Linkside Dr (vault) t w � o sG � Cl) 1/2"' 0 =.04 a C \ Q 3/4"=.06' o 1"=.08' : - 1 -1/4"=.10' dry (> 2"-.16' 2 (D � -1/4"=.18' ° 2-1/2"=.20' 2-3/4;'=.22' (Y m Z 3'=.25' Q 3-1/4"=.27' 0 3-1/2"=.29' 37.00 W 3-3/4"=.31 ' 25.01 ti.99 12.3) Z 4 =.33' 4-1/4"=.35' 4-1/2"=.37' n+ QUO --�' 22' APRON W 4-3/4"=.39' 39.67 0 0 0a )) , r Q � 34. 5"=.41 e W f- O 5-1/4 =.43' 16 DRIVEN° 0 LL- Q Lo Z 5-3%4'=.47=.45' (13.3 V) 6" N e 0 < J Z 0) :2 w I-- w 6"=.50' -i 6-1/4"=.52Q ' I� a ° O 37 08 o 6-1/2"=.54' �Q a W >- O 6-3/4"=.56' ^o- o MIN 14,4 `� to ~ Y 7"=.58' M FF,ELF I D w M °0 wz 26N A 7-1/4"=.60' 40 7-1/2"=.62' o vX ~ O W : Z 7-3/4"=.64' (12.3) Z 0 (n U- L- � 8"=.66' p 8-1/4"=.68' o CLW 8-1/2" 0_.70' _r-. 0 25.00 t 2.00 _ Q B-3/4!'=.72' z - 9"=.75' w W (n 9-1/4"=.77' (13.2) 40.33 u 1) Y 9-1/2"=.79' (r� 3 9-3/4!'=.81' 7.s7 Z 78.00 Y Y J 10"=.83' � 10-1/4"=.85' Q Z 10-1/2"=.87' .J Q Q op 10-3/4!'=,89' i i"=.91' U (o > N N� O J J 1 1 -1/2"=.95' W t O W Z(/��- ; I I 1 1 -3/4 -.97 m (/) =V) .. � M� ® N - ,n °° w � t .. w3 � 0o -'< Q a oda U QUJpppcn r i ADDRESS_ BUILDING PERMIT NUMBER T INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB �Z- '3 -2! FRAMING S-!er- `?- 4� COVER-UP_ ,.-lam-9 INSULATION 2 -y FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # Y,�2&6 INSPECTIONS ROUGH FINAL MECHANICAL PERMIT # PLUMBING PERMIT # NOTES: MAP SHOWING BOUNDARY SURVEY OF LOT 1.53 BLOCK AS SHOWN ON MAP OF eo<f/. JE AS RECORDED IN PLAT BOOK �— PAGES �®OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: CEic/TEIC f�G1NE-f �gi►,,�q�ppT/D,c/ NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. iichl.SiDE D,*'/Ile J.E.A. 7'.��D.V6fOB.t/F•tr �/0 Y��i/D�r�. eFAJifMiYt/7-io'xio' �+ �O•D, RT. �Ir♦ 7. 75' RT VI U1 *71 O u • .•a�. v � � �1 a0 N Q � V W -Ki Z h ♦ 'CONI•-LET6 �Adc /FO ` � v �? i �NATi• Q ap op _ U R)' G•cawmv [ia�t h �O O/ � ,C/. G x¢3'00"f�t/ • PA,e.r AF 6o&eS4v~,v7 zoT -rc<mcw 7, 74iftw"l.- 2 -row~, A o arc z ew5r { rJ) CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Buildin -dept&coab.us Application Number . . . . . 07-00000796 Date 6/08/07 Property Address . . . . . . 1516 LINKSIDE DR Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 cu 1 ahu ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DIXON, NEIL 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 . . 12/05/07 ---------------------------------------------------------------------------- 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. 08/07/2007 17: 11 FAX 9042498949 OCEAN-STATE-A/C + ATLANTIC-BEACH la001/001 r �m�a18 ` CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATIO^N Dute: (c Property Address: 151& Li n K Sid�_�r Gruner: N�-� �� K Un Telephone Contractor-. C Telephone#:��Q-$ Contractor Address;.� .Qt ,l C,� .+ 1ft'�tJ U:L Fax 1a ewmdaaboo of pasvan Oven for dolq ft wart as damlad in the aba-e .wk horeby as me co perform aid+Mark in aeaomanix whd the onadwd plans and specificatiooc which ase a pass hereof sad In am daaas wild the City of Atlantic Beach ord6aaaeeo ad aandurdt of od atiae lis7ed tberaa Type of Fval: odw owsmm m if beatg dace on alis bmldbg or ftte,lift tkta bulld{ag pemntt number. •Eircmc �w • O Ciao: LP 14=1al _Cerfrel tfty - a on a Ogg- MC.R,&MCAL EQUIPMENT TO BE INSTAT•IM NATURE OF WORK Rent _Space _Recessed . ✓Camral Floor Air Conditioning: Room eccahvi a Duct System: Material Thiclmeas a Commeaial Maxim=capacitydw Cl Rei=i¢eranon Q New Hmlding C Cooling Tower Capaeity gig ' O Fire SFm lcn:Number of Heads 0 Elevator. __ MlaoliH Escalator (N=ber) A,,, Replsrmtaat om-dsdu SM. M 0 Gasoline Pumps ,,,,,,,,".(Nlmmber) 0 Taroks (Number) 0 Near bsraUadm 0 LPG (No emmpt'an mly=t&U4 0 Unfired Prasatae Vessel 0 Tam.w2ion or Adrian to F.xstzng 3yjmm a BoUers 0 Lias Piping -... . ._�_ --- O Other-Specify LIST.i►,I,X,E '(JYp1V1�NT AM CONDITIONING,R1MMATION EC' NW47&CMDZ NSOx'S At�prowiag Numbefumm Description hdodalx bdanuLcinrcr Ton'a Agency CO h d RLATM-Fitlin►tAMS,1108.=FS"L ZZ8&AN SANRIJMIS AppMoviag Number Unita Dacdpdoo MCI"N Ma<aniaoaira aTU s Agency 7.�KICS' Mnwkwa Csp ciry Tlytre.LiquW SrAa! Appmving How MWv &oimwsioas Coaraioad Miatrbenlrer ' N Arctic+ 800 Seminole Road-,+dmtie Bva,04 Florida 32'-133-5445 Phone: 004)Z 17-3$00 • Pax: (904)247-3845• http://www.CL21danrie-beachJLus )m C 18 All, a L,� i s v CITY OF ATLANTIC BEACH I C WAL PER- IT APPLIC-,TION (oU7 d Date: Property Address: 5�1 Lo L- 5cl,,,-,, Owner: / V L' i � L� yon Telephone 3�: Contractor: oCean EIML � #: Contractor Address:_47 0 L rlL C, ly n; Fax Ln consideration of permit oven for doing the work as described in the above statemenr,we hereby agree to perform said work in accordance with the attached plans and speci$catious which are a part hereof and in accordance with the Ciry of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuet: If other construction is being done on this building �/' or site,list the building permit number: ❑ Gas: LP Natural Central Utility ❑ Oil — (7 ❑ Other-Specify MECE-LNICAL EQUIPMENT TO BE LNSTALLED NATURE OF WORK Heat _Space _Recessed ✓Central _Floor Residential Air Conditioning _Room ✓Central ❑ Duct System: Material Thic'lmess ❑ Commercial Maximum capacity cim :1 Refrigeration ❑ -New Building i ❑ Coohna Taw—_-. Capaciy Spm r r C] Fire Siuildin c, in idlers:Dumber of Heads isung ❑ Elevator: __ lY�anli$ Escalator (Number-) Reniacemeat oL7 E. srin.a System ❑ Gasoline Pumps PNUmberi ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers I�lumber) (No system previously installed) ❑ Unfired Pressure Vessel ❑ E-,e cion or/1dd-on to E.dsting System ❑ Boilers ❑ Gas Piping ❑ Other-Specify LIST ALL E Q UIPIYIENT AIR CONDITIOMNG,I zmUGTRATIOI^i LQUIP'IV=T 'L CONDENSOR'S Approving ?dumber Units Description Model M Manufacturer Ton's Agency Cvvd TwXu, I- _ HATING—Fi7RN,,),f_TES,BOILEIRS,FnUiPLACES&AIR HANDLER'S Approving Number Units Description Model R Manufacturer BTT's Agency TAiINYs' Nominal Capacity Type Liquid Serial �Ppraving Flow tv[anv u Dimensions Contained ivlanufacturer hlo. Aeenev 300 Seminole Road • Adantic Beach., Florida 3233-5445 Phone: (904)24;-51,300 • Fam_ (904) 247-5345 . http:!/www.ci.atlantic-beach.fl.us TRUE �'RUSS' not «derI2 R+'hou(rrritln peTri,w" Trois HANGER'S firm Tra T Z Tnma win bo built in 2 X 6-8 re a w-.0 t* 2X18 AWmW or. ... Dft. CUSTOMERG� J68 NAME. 37.0_ 121 OAS x. RBof RUE=TRUSS IUT' LIDTE : z:a RECEFT1 W UVMT tIdfSSES, A1LIlAIQf .;� r".`..:'T. Of MVXWT/GILL`.fMt$6S F�-, r• ca.r.o ww T1tT1E2 I1lfTtI1LT101t IFfOf[SftTTIK Q : ... d .D r o- apt lL _. 91 k 10(W D)Hv-?j SPFG a 7= s IEd(37'0) v9 5or� 7=J� 07'09gvli SaeG T- 1.3 IFS'( 9'a N�-►9 sr 7= lEA(s ' gv15 js o , i � T- II IEr;(57'0j d9 SPG I AM SPEG r-!( lEA( 3?1-0'') 1 SPEC - T= % lea s�=�:'N-� ��•� T- T- 7 - 6 IZ I � �( �•�� Sh H'►I� i APPROVED co .� M YO Amm i 1C E*ACN Cc�t 9'd -- "Jt=ING OFFICE -I 7 feA( ta- 21 c� q pr.�- • CV ' Z • &I- t i poo-rQA H. rLAU S 'irk t T- is •_: .•t•��;. .'—��• �' 1-r - a :a '-i�:-i:r •. - ''�.� .?a :;f t:t��''C w• ,?�::: .---`. - 'V''.',-t"-Z.� :_n.:.-i�,':;�Ya��r•�'.;.�1� �.i'c':iE;+� .mac .. _ ... .4- 08-05-1993 S I ZE ANALYS I S Page 1 of -1 11:07:13 TRUS JOIST MacMILLAN (KAST_si%-S1001) KART( H. ROSE (SOIOD) Project Name: CENTEf HOMES - PLAN 13705 A i B Page Title: GARAGE DOOR HEADER ---------- TJSisingT" v3.40 ---- Building Code NER ---------- Type of Sale Distribution ----- 1193040417 ---------- Application: Deflection Criteria (KR) Kerber Use............... HEADER Roof (non-snow load, LDL) LL Defl TL Defl Kerber Top Slope(in/ft)... 0.000 Stress Level............... 1331 Span 1 L/240 L/180 Roof Slope(in/ft)......... 6.000 Live Load(psf)............. 30.0 Floor Decking............... N/A Dead Load(psf)............. 17.0 Repetitive Kerber Use....... 1/1 Partition Load(psf)......... 0.0 Reinforced Overhangs........ 1/1 SPECIAL LOADS: Live Load Stress Dead Load Width Starting Point to End Add/Reel 1 UNIF(plf) 350 1331 220 111- 0.00, 5'- 6.00` from Lt Rept 2 TRIAN(plf) 0/ 110 1331 0/ 75 51- 6.00• 0'- 0.00, from Lt Repl 3 CONC(lb) 1750 1331 1110 5'- 6.00' from Lt Add 16" TJI (R'/96 JOIST 16'- 6.00' ----------------------------------------------- S I Z E A N A L Y S I S ---------------------------------------------- IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillao(TJK). Allowable product values shown are in accordance with current TJX 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 TJK 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) 5153 5253 < 5985 1141 RIGHT end Span 1 under 1331 stress TOTAL Load Moment(ft-Ib) 24201 24201 < 26215 1081 MID Span 1 ander 1331 stress TOTAL Load Live Defl.(in) 0.595 < 0.825 L/333 MID Span I ander Live Load criteria Total Defl.(in) 0.971 < 1.100 L/204 MID Span 1 under Total Load criteria Span 1 Ka:. Reaction Total(lb) 4414 5253 Live(lb) 1107 3223 Issued Org. Length(in) 3.00 3.00 Kai. Unbraced Length(in) 48 Copyright (0 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI") is a registered trademark of Trus Joist MacMillan. „ r TJSJZID91K is a trademark of Trus Joist MacMillan. y VA"a,ais"as Y'Me our Ms AAp1UNA M 410,441"11%01661116 ow"Y N11tALLe1 ev"4Tw1CXLT a a TNIS aeelrA 11 APOLICA0,41 T1 900001/01 YIN"Mom M Aa W )IMCANM&ASSAM,11AACIMS 41CMCA NFA-100.1 Velma "IIAPIWA"1 as~. M YEN TINT SMf JIM. IMNIICAL lW)M MA CdIIM/UT/0N. 14 IMtALlg1AM A/D MCCftM r TN! iVl Ya Is M Ne%p AA ANAK1 411111111111 VaLom, I"V"We am a Tap/00011.LIOa Am Met Fnalmod Des 11-11010 iM to TOP C-MO 1-AAA AS LAIIAALL. MAAWD 911060 Of 1/a' tfNAO1MT waciN11 YO"K MNC IN AOOegNQ NIM PM Mean AR mum tM We LA,"I entils OF be RIM e1NeeT16T a""A swifts 0019 1RtC6. MIN.) "AINIM M xAACINS 06NK/1M SPACES AT 1'1'O.C. CW Orf 1F[amc NO as eRRta1 AAM KAI104. 11610L/191-11 1TMeA01s PAMLIsft N ad INTIMAL R M-Me{OW"NOTAL AAAOEAM NC*04% FM ice N/a 11111 FAM.) 10 10[%eegw MWON-4 T1 CWW&O MI KxION 1PECIFICA- Festal FAMOAL'Tt A&MIATION. 06111, SWA FKC W-116 111 106 111/10-00110 SMALL K LAICMALLT SKMx4 e1T/1M p TIONS P40 OCTAL xLATe CONNECT"Miss 111,I011i1 ATO a TNI&KstaN is WAM M OMIIT 4108411M SLAM 11LV, a 1Ni6""a AW Kew ageism PCA INS 1.0111111*Am A/1'MIM.I NNNALL 00 SAACI146 NINKW&YAW1 At N'i' 1NAL1tT 11AAOdm FOR SONSISs. It oaM11C101 RNC/611111 AAO OSSA-01 AXIAL 0 QALV. M TN10&%WIND. INSTALLATION NO NDN SMALL OO/pRl a C FAM.i. 011 00/0[$010 OF U! 10r11/"I K out 110 N101F1e11 IN AW NAT. Al 0004CTSA PLATS ISM AK KIM M W. MASS N 0 OW MIT-TWe KNaN 111 ® 1/01CA1t6 KA01141 LOCATION. Axis his. ON Arts►- -Odd web Length Maximum deflection occurred 6.72' from the left and of bottom panel P4. -CONFIGURATION C LOADING SPECIFIED BY FABRICATOR. -Plate turned 90 deg. Maximum Live Load Deflection of .234'. Index-,414. (L/871) -PLATE TOOTH VALUE AEOUCEO BY 15%. P-Typical Panel Maximum Total Load Deflection of .322', Index-.379. (L/633) -NORIZ. STAONG8ACKS PER PCT-60 SECTION 800 REO. Total Quantity of trusses - 1 175 L a Io to lar► N1 In fn In rn Ian to u*1 al X x 1) U x Tc >< x >< 1< x >< >t RD N to N Ill N In N In N N N to 14' 41 1 of n to ID ^ OI In 1D YT In in In to in R-1568 Ilr� In R-1568 (3.3) (3.3) IE 1_11_1 TP-31 IQ L HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left to Right) OP -2280--2280 -3182 -3182 -6617 -6617 -6617 -6617 -5182 -5182 -2280 -2280 EBS -1533 2638 -249 -1975 $329 -219 -1088 645 -219 -218 -216 -219 645 -1088 -219 1529 -1973 . -249 2653 -1533 ( T O 3915 6063 6798 6083 3916 0 CLARY A DIVISIONS of PLATE TYPE: D.C. SPACING LOADING VW) TC LUNBER2-0202 08 SP DESCRIPTION ALPINE ENGINEERED PnoDUCTS Im: V-2000 2-0-0 40 16'11-3/4' GARAGE HEADER A Ieol S. GREAT SOUTHWEST PKWY. S.0 LL Tc10 SMC LUMW42-4x2 02 Os SP EMG. FOR EW CE PRAIRIE. Tx 75"1 OL Tc O TRUE TRUSS INC, 1122 f 33x CE Program (2141 "0-3940 - LL 9 PRo�ECT:NESS 4x2 P3 SP MEMBER TRUSS REXCEPT AS MAY BE tx)TEO ATE INSTITUTE sTOT.L55 MASTER - '66 OCT 1992 SCI-A It LWKj ONIA 0 OR"It/114CNl$0 IIM1 &WM a CMIAEOTol OLAV69 SMN.L M IWALaE0 SN*,GIMICALLT M M 1NIS DESIGN Is Ap%.ICAQt TM 2.00Ito O►-M IftM s OF IM w UeleAme LATIGM&M4CN4 saiwo IUA"1".1 /AOCItO. AMo wAllsAM M40TU\CON/INT. M sum IIUT h19.INNS. I119"11COL 1GA0114 A10 COIIONallom 14 INSTALLATION AND OMECIIIN OF TN TAA& A90IIAIEMT. AND If Y"If ow/LLGGA"OTAE$0 VaLl" ALL v"AAG M$0 M TM IMOr mme AM M/neopen00 to GCOM /q 110 TOP C14010 SMALL AS LATEAALAI 604U0 9110"N AM' 111NOR&AW SPACING OdUA NS 90nO In AlO64aNM still FOA 0901140 AM OAGLG M/0E lA1Rft$011161 M M"AM OIMtI►T am"A 001100 41,10111 PICC. MIM.) GM(ATN"1f 0n SA&CINS NCaOCM Spot"Al 2•`0'O.C. O1/NENI WE~1100 00 torch""h4LICATIOM. 110NAL otNM OIMom"Ft4l/fEO M LE 0ATi0ul It T•NM0 AFlGOTAL-AAAEn! NMC flU. FNA f0 5914. MCC ICAs.), to 1.18 OCOGOT COIFGAS 1G NMCNI lFt State"SFOC1FICA. FOMES:PoomelS ASSOCIATES". TOt. SOCA FEU 041-110 Ill 1.4 GOIION TJONS MALL t LAI9NALty GMAOTO 9110411 of 11014 to&METAL NATO 01090/1/SIM IMAMS NO 6 leaf state@ to amum M CLAW CONNECTOR 14,0611 ORE,. N into EMS NAS OEEN DESIGNED SOI TME LOADING 51/0-M 1/2.00".1 G"TNAL.I 00 OAACINL 0004EWS IPAWD A/ 206' 01Ua ETT SUMMANDS FOR 1016511S. IT COWAC104 OLAICS Sins An"oft M ARIAL FORCED IST. M:MIs GNAWING. INSTALLATION APO UK SNALL Ca040111 C C oowI I. W NO 0&044&OF M 19460 MUT M GAR a"WIFI$0 10 ALAI MAT. AI 000049 011 FLA19 SINS AAS NT9M M W. ANS ST 0 990. NIn TNEs SEAM tal ® 1101410 NMINO LOCATION. ANIS two N NMME9 1. -Odd Web Length Maximum deflection occurred at bottom joint 15. -CONFIGURATION 9 L0A0IN6 SPECIFIED B1 FABRICATOR. -Plate turned 90 deg. Maximum Live Load Deflection of .190. Index-.335. (L/1072) -PLATE TWTH VALUE REOUCED B1 15%. P-Typical Panel Maximow Total Load Deflection of .261 . Index-,307. (L/781) -NORIZ. STRONGBACKS PER PCT-BO SECTION 800 REO. Total quantity of trusses - I 110 L d11n TM1 GT1 X F1 r m In in 1n 1n 1ci In 1n n 140 T in to an in rn v Gn X t i I"7 to M A R01016 R-1016 13.5) (3.6) 16-ff-12 TP-29.5 L HIS TRUSS ANALYZED WITH PPSA3 OACES (Leff to Right) OP -1275 -2950 -3850 -4033 -3489 -2209 0 ESS -1009 1529 -1322 820 -780 371 -333 -98 137 -359 595 -1041 1087 -1629 -104 ( 1 OT 0 2309 3580 4110 3926 3023 1359 CLARY A Division Of RAT[ TVPL O.C. SPACTNO LOADMNa OW) TC LUNK^2-4x 2 /2 Os SP DESCRIPTION ALPI►E ENGINEERED PRODUCTS Ino V-2000 2-0-0 40 15'21-3/4* GARAGE HEADER 1001 S. GREAT SOUTNAIEST 111011. 5.0 LL TC1O eC LIDGeER 1-4x2 e2 DS SP ENL. roFe BRAID PRAIRIE. Tx 76091 OL TC 0 TRUE TRUSS INC. OURGti Program (21/) a60-2940 LL sc "Eas 4x2 03 SP 568 51 33% OL a 35 PROJECT: 7AIlbaV. .►EMSER TRUSS PLATE INSTITUTE 70TAL p? A[ u.v nor 1 Ta'n MASTER - OCT 1992 TRUSS SPECIFICATIONS FOR CENTEX 3708 B &D The numbers listed below are a list of truss specifications for the project named above. These 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 2111-23. DRAWING NUMBER DATE 15415 1020 REV 1 5-1-1993 15415 2of20 REV 1 5-1-1993 15415 3020 REV 1 5-1-1993 15415 4020 REV 1 5-1-1993 15415 5020 REV 1 5-1-1993 15415 6020 REV 1 5-1-1993 15415 7020 REV 1 5-1-1993 15415 8020 REV 1 5-1-1993 15415 9of20 REV 1 5-1-1993 15415 10020 REV 1 5-1-1993 15415 11020 REV 1 5-1-1993 15415 12020 REV 1 5-1-1993 15415 13020 REV 1 5-1-1993 15415 14of20 REV 1 5-1-1993 N�11111111fJJ//J/I 15415 15of20 REV 1 5-1-1993 15415 16020 REV 1 5-1-1993 �Q •'��F4� 15415 17020 REV 1 5-1-1993 15415 18020 REV 1 5-1-1993 154.15.19020 REV 1 5-1-1993 15415 20of20 REV 1 5-1-1993 �. � s &o 6 - a TRUSS SPECIFICATIONS FOR CENTEX 3708 B &D The numbers listed below are a list of truss specifications for the project named above. These 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 2111-23. DRAWING NUMBER DATE 15415 1of20 REV 1 5-1-1993 15415 2020 REV 1 5-1-1993 15415 3020 REV 1 5-1-1993 15415 4of20 REV 1 5-1-1993 15415 5020 REV 1 5-1-1993 15415 6020 REV 1 5-1-1993 15415 7020 REV 1 5-1-1993 15415 8020 REV 1 5-1-1993 15415 9020 REV 1 5-1-1993 15415 10020 REV 1 5-1-1993 15415 11020 REV 1 5-1-1993 15415 12of20 REV 1 5-1-1993 15415 13020 REV 1 5-1-1993 15415 14020 REV 1 5-1-1993 `, ��1tl11fitlllifrl��I�j 15415 15020 REV 1 5-1-1993 �•�� Q ;,w�l� �ii� It 15415 16020 REV 1 5-1-1993 �Q •'�•1F4� %��' 15415 17020 REV 1 5-1-1993 15415 18020 REV 1 5-1-1993 * ; 6 15415 19020 REV 1 5-1-1993 15415 20020 REV 1 5-1-1993 ��•'. Q►' &D I! LUMBER SHALL BEa OF THE SPECIFIED MIIIIM'JM GRADES, 5! CC49ECTDA PLATES SHALL BE 114STALLED SHMETPICALLH 011 10) ALL TENSMI CHORD MEMBERS ASSUMED TO BE C0HTI14000SL-1 13! ;0 11401CATES LATERAL BRACING MEMBER WA MIN.? SPECIES. AND 19%MA$IMJM MOISTURE CJHTENI. OR S•JCH THAT THE JOINT. BRACED BO EITHEP 3/8" MIN! PLOWOOO SHEATHING. 1/2' 141 IHSTALLATIGII A140 EPECTICXH OF THE TRUSS. PEFRRENT. MD IS OF HIGHER ALLOWABLE STRESS'4ALUES. ALL JALUES USED 6, TOP CHCPO SPLICES APE NOT RECOMMENDED TO OCC'UP (MIN) DRYWALL OR BRACING MEMBERS SPACED 10' 0 C. MAX:. TEMPCPAP-,BRACING SHUJLG BE DOME IN ACCCPOANICE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE HA— DIRECTLY ABOVE A BDTTC4 CHORD SPLICE. 'JIILESS/NOTED OTHERWISE. CURRENT TPI BRACING APD ERECTION P'JBLICAYIGNS. T IONAL DESIGN STANDARDS P'JBLISEO B+ THE NATIONAL 71 V-2000 APPROVAL IfJMBERS: UBC 2342. FHA TCB 201A. SBCC it) ALL COMPRESSIONCNGRD MEMBERS ASSUMED TO BE CONTINUOUSLY15/ THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BDCA FILE 66-t25 BRACED BY EITHER 3/8" MIN.) PLrMG00 SHEATHING. 1/2' TIC45 FCA METAL PLATE CONNECTED NOW TRLSSES AND 2) THIS DESIGN IS BASED ON CLARe CC41ECTOP PLATES ONLY. 8) THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN MIN.) ORYMALL OR BRACING MEMBERS SPACED AT 16" O.C. IxtALIII STANDARDS FOP TRUSSES. 3! CONIECTOA PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. ON THIS DRAWING. INSTALLATION AND USE SHALL CONFORM MAX). UNLESS NOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAO BE CUT OR MODIFIED IN AN'MAO. A! CONNECTOR PLATE SIZES ARE CALLED U'JT WJOIN IACROSS SLO1S; WITH THIS DESIGN i2i ® INDICATES BEARING LOCATION. 17) SPECIAL MAtDLIHO CARE SHOULD BE TAKEN DUPING SHIPPING AND BY LENGTH (ALONG SLOTS) AND THE OPIENTATION OF THE 9; THIS DESIGN I5 APPLICABLE TO SHORTER SPAN TRUSSES OF EFIECTICI4 OF TRUSSES SEE N15-91 FOP RECOMMENDATIONS SIZE CAI L 221N OF iHf PLATE LE((GTK. IrENTICAL LOADINGAND CONFIGURATIQU, -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HAI4DLII4G TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHONN. PROVISION FOP THE PREVEHTIOU OF POINDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -FALSE BOTTOM CHORD ItIFORMATIOU FALSE BOT 21-0-0 ON LEFT, VERTICAL SPACING-4-0-0. USE MINIMUM OF 2YA PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. USE 3x4 14 114. FOR SCARF ON FALSE BOT CHORD. *TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH lx4 CONT. LATERAL BRACING AT 2,4"O.C. MAX SPACING. 1-6-0 3-4-8 RUN 6-5-6 5-0-10 4-5-2 4-6-14 4-6-14 4-5-2 3-7-8 PUN 74 PLF 1-5-14 1-5-14 max Height 5-7-3 12 Q 6 12 2421 4 6 12190 333f 338( 333/ 289! q8t + 12 37 248( 8x103x4 NM3x4 $tB \ 1230 0 900 9t0 900 1131 660 n lot# list + ITNrl + 17t1f I 1712( 13.51 67 mI 2j e 6x7 3x5 3x4 3x8 4 13.5149% 30 12 20 PLF 1-6-0 10-5-0 4-5-2 4-6-14 4-6-14 4-5-2 7-0-0 02 02 02 02 s2 12 1-4-0 1-4-0 37-0-0 _ FOrc4011-P) V' BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 130 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REWIRED: 7g 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 /4" Maximum Live Load Deflection of .537' (9/16), Index-.436, (L/827) Maximum Total Load Deflection of .842' (13/16), Index-.455, (L/527) RECOMMENDED CAMBER: .46" 5—)- a 3 t+� Cw1N0) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING 4PSF) TC LUMBER TRUSS: 37*0' H-7 T-2 DWG. 1 ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SDS 15,415 teal S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+8 DATE: 25 Feb 1993 GRANO PRAIRIE. TX 75051 7 0 DL TC 7 ZU (214) 650-3940 _PLWTE ABET TND. FW STL LL BC 0 WEBS 2X4 Y2 Ds SP LAYOUT I0: OF 990 OL BC 10 2X4 03 SP ADDRESS: 33.33 ,CAI F: iMEMBEP iNll:.:i I'LAIF INSTIIUIF IUtAt 4/ FXCFNI AS MAY UE NOTED 1/8 i t1 LUMBER SHALL BE OF THE SPECIFIED M1UIwJ4 GRADES, 51 CONECIOR PLATES SHAtI BE INSTALLED SNMEIPICA4.L.I IMI 10) ALL lEt1S1911 CHORD MEMBERS ASS.MEO 10 BE C0111INlMXJSLD IV 1 IHOICAIES LATERAL BRACING MEMBER (114 MIHJ SPECIES. AID 191 MAXIMJAI MOISIURE CYITENT, OR SIKH THAT 114E JOINT BRACED 60 EITHER 3/8" IM110 PLYWOOD SHEAIHING, 1/2' 141 IIISTALLATION AID ERECTION CF THE TRUSS. PERMANENT. AfD IS OF HIGHER ALLOMABLE STRESS'VALUES, ALL VALUES USED et TOP CHORD SPLICES ARE NOT PECGI44EHOED TO OC-CUP IMINM DAVNALI.OR BRACING MEMBERS SPACED 1G' 0 N:. 001;, TEMPGPAPf BRACING SHbJLO BE DONE 114 ACCORDANCE WITH FOP DESIG14 ARE BASED ON THE LATEST EDITION OF THE 11A- OIPECTLV ABOVE A BOTTOM CHORD SPLI:E. 'JtLESS NOTED OTHERWISE, CURRENT TRE BRACING AND ERECTION PUBLICATIONS. TIONAL LESION STANDARDS PUBLISHED BY THE t4AT1OM.L 7, V-2000 APPROVAL trJMBERS: 'AC 2342. FHA TCB 2014. SBCC i1) ALL C044PRESSIDN CHORD MEMBERS ASSL04ED TO BE CO4TINUO'JSLIM THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PnOOUCTS ASSOCIATIOI. 7251. BOCA FILE 06-125 BRACED By EITHER 3/8" IM1N.) PL.VW000 SHEATHING. 1/2' TIC445 FOR METAL PLATE CONNECTED WOO TRUSSES AND 2) THIS OESIOA IS BASED ON CLARY CONECTOR PLATES ONLY BI THIS TRUSS HAS BEEN DESIGNED FDA THE LOADING SHOWN !MIH.) OR(WALL 04 BRACIHG MEMBERS SPACED AT 16' P.c. OUALIT'V STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY. Oft THIS DPAWING. 114STALLATION AND USE SHALL CONFOM IMA)0, UNLESS NOTED OTHERWISE- 16) NO MEMBER OF THE TRUSS MAf BE CUT OR MMIFEEG IN ANV WAV. 4! COIECTOM PLATE SIZES ARE CALLED O'JT WIDTH (ACROSS SLOTS? WITH THIS DESIG14 12) ® INDICATES BEAR114 LOCATION. 17) SPECIAL HA4DLIND CARE SHOULD BE TAKEN DERR&SHIPPING AND BV LENGTH 1ALONG SLOTS) AMD THE ORIENTATION OF THE 9, THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOP PECGWNEMDATI(XNS C J G T C O P t C 4F GJP T GN -CONFIGURATIO14 A14J LOADIIIG SPECIFIED BY FABRICATOR -ADOITIOIIAL PLATING FOR HANOLTNG TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS 15 DESIGNED ONLY FOR THE LOADS SHONN. PROVISION FOR THE PREVENTION OF PUIDING MUST BE MADE At4O IS NOT THE RESPONSIBILITY OF THE TRUSS FABPICATOP OR CLARY. -FALSE BOTTOM CHORD INFORMATION FALSE BOT 21-0-0 ON LEFT. VERTICAL SPACING-4-0-0. USE MINIMUM OF 2x4 PLATE FOP FASTENING FALSE BOT CHORD VERTICALS. USE 3x4 14114. FOR SCARF 014 FALSE BOT CHORD. *TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MIST BE BRACED WITH 1x4 CONT. LATERAL BRACING AT 24'Q.C. 14AX SPACING. 1-6-0 3-4-8 PUJ 5-5-6 5-0-10 4-5-2 4-6-14 4-6-14 4-5-2 3-7-8 RUN 74 PLF 1-5-14 1-5-14 Max Height 5-7-3 12 12 2421 Q 6 12f9f 333# 338f 333/ 2891 12 4 t H a + X RI Z37,11,1 \\ 248# 6 n 6x10 3x4 N 3x4 349 123# 2954/ 901 91# 901T 113# 660 4n 101] ITO# 4 in 0700] I ' I Q 17120 13.51 67 m I 3x5 6x7 3x4 3xB 13.5)49X 3x7 12 20 PELF f-5-0 10-6-0 4-5-2 4-a-14 4-6-14 4-5-2 7-0-0 02 02 02 02 02 62 1-4-0 1-4-0 37-0-0 ForceB(L R) D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) HIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REWIRED: $ # AT EACH SUPPORT. NET HIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Maximum deflection occurred at bottom )oint 404. Maximum Live Load Deflection of .537' (9/16), Index-,436, (L/827) Maximum Total Load Deflection of .842" (13/16), Index-.455. (L/527) RECOMMENDED CAMBER: .46' �� 5-1-a 3 1-►q Cw1N�� CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSE) TC LUMBER TRUSS: 37'0' H-7 T-2 DWG. 0 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 f2 N SP ENG. FOR: TRUE TRUSS INC - SDS i5��5 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRAND PRAIRIE. TX 75051 7.0 DL TC 7 2X4 Y2 DS SP7�) (214) 650-3940 ptAT�ARES�-""- TNS.--FBF STCLL BC 0 WEBS LAYOUT I0: 'Z OF LV l\� 990 ' OL BC 10 2X4 03 SP ADDRESS: 'Jt ME MBEA TRUSS PLATE INSTITUTE 33.33 SCALE, . TOTAL 4,1 EXCEPT AS MAY BE NOTED 1/E1 i II LUMBER SHALL BE OF THE SPECIFIED NIIIIM`N GRADES. 5! CURAECTOP PLATES SHALL BE NI$IALLED SIw4ETPICALL1 DII IW ALL TE1151011 CHORD MEMBERS ASSUMED TO BE COIITIIAxI'JSLI 13! 0- 11101CATES LATERAL BAACII&O MEMBER ("A MITI.j SPECIES. Arp 19%MAfIMJM MOISTURE COIITENT. OR SUCH THAT THE J01111, eRACEG BV EITHER 3/8" INIH! PLIMOOO SHEATHIIIG. 1/2' 14! IIJSTALLATIC41 MC ERECTIOII OF THE TRUSS. PEF41MIE11T. Alp IS GF nl;reEp ALL011ABLE STRESS'VALUES. ALL VALUES USED 61 ICP CWA40 SPLICES APE HOT PECCNEIIDEG TO OCC-441141H, OR'IWALL OR 8RACIHG MEMBERS SPACED 10' O.C. INA;,:. BE i. TEMPORAPV SPACIfIG SI0 DOIE OI IN ACCGAt10E WITn FOR DESIG/I ARE BASED lxf THE LATEST EDITION OF THE IIA- OIPECTL'I ABOVE A BOITGM CHORD SPLICE. UIIESS NOTED OTHERWISE CUPPEHT TPI BRACIIIG AIID ERECTION FUIWICATI(45. I1011A1rf%lal4 61MIDANO-4 PU14,151EO Of Int NATIWIAI h V-4AP000 HiU'IAl mIl"11% t6C 9"141. FHA TCW 1014. SBI'.0 11) All CGM'RFS51M1 CHGRO MENBERS ASS'JMI'D TO Bt COHIIIIINXItN 481 11116 L4611144 CV*L4WS ID CUIIRFIIT IPI DCSI6N VICIFICA- ItNIL511+)1,1IAJCiy ASSGCIA11011 h:DL BUCA FILE so-tell bMACEO NY E1040 3/1" INEIN.I PLfWWO SHEATM11f0. 1/2' 11(415 FCA METAL PLATE CO1eE CTEG WOOD 1RL'4SES MID 21 THIS DESION IS BASED Off CLARE CM0ECTOR PLATES OILr 81 THIS IR'JSS HAS BEEtt DESIOIED FOR THE LOADIfp SHOW WIWI DRfWALL OR BRACHIO MEMBERS SPACED AT 16' O.C. OUALITI StAIOARDS FFA TRUSSES. 3! COeECTOR PLATES SIZES ARE BASED ON AXIAL FORCES 014Lf. 014 THIS DRAWIIIG. IIISIALLATICxf Mp USE SHALL COIFORM :MAX), IMIESS I80TE0 OTHERWISE. SB) 110 MEMBER OF THE TRUSS MAV BE CUT OR MODIFIED IN AKV WAV. 4) COfa1ECTOM PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS; WITH THIS DESIGN 121 ® INDICATES BEARIN8 LOCATIC44. 17) SPECIAL HMOLI1p CAPE SHOULD BE 7MCE11 DURING SHIPPING A100BV LENGTH (ALONG SLOTS; A140 THE ORIENTATION OF THE 9i THIS DESIGfI IS APPLICABLE TO SHORTER SPAN TPUSSES OF ERECTION OF TPUSSES. SEE HIB-% FOR PECOWENDATIONS C wil 12 Itt PiK91ION V TtC PLATE LENGTH. IDENTICAL 0 0 10 APIC,C G' -CONFIGURATION MID LOADING SPECIFIED B'V FABRICATOR -ADDITIONAL PLATING FOP HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDIIIG MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -FALSE BOTT014 CHORD INFORMATION FALSE BOT 21-0-0 ON LEFT- VERTICAL SPACING-4-0-0. USE HININUI OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. USE 3X4 NTN. FOP SCARF ON FALSE BOT CHORD. 'TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE SPACED WITH 1x4 CONT. LATERAL BPACIIIG AT ZAM O.C. MAX SPACING. 3-4-8 RUN 3-7-8 6-0-0 —_4`3-7 4-5-3 4-3-7 5-4-8_ 5-7-8 RUN 1-5-14 - —`- 1-5-14 74 PLF Max Height 6-10-3 12 d 6 381# 322# 3220 357f ♦ a a a Ih 12 �� 3x4 Jas 347# \\ 396# L \ 6 p 246# 197# A •;�� 123# 0 2fi3 �+ ' + 1030 107f 07# 151► 106# 661 toe# r 1712/ 11A 0 1711# 13.5167 I 5x6 0 13 5167X 7x5 3x4 30 5x8 3 3x8 12 20 PLF 7-0-0 4-0-0 6-3-7 4-5-3 4-3-7 11-0-0 1-4-0 37-0-0 1-4-0 Forces k-Pi BUILDING TYPE: Enclosed Residentiat CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 7 M ! AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint #4. Maximum Live Load Deflection of .288" (5/16), Index-.234, (L/1542) Maximum Total Load Deflection of .452" (7/16), Index-.244, (L/962) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' H-11 T-4 DWG. f ALPINE ENGINEERED PRODUCTS Inc V-2000 2-0-0 LL TC 30 2X4 /2 N SP ENG. FOR: TRUE TRUSS INC - SDS 15P5 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A*8 DATE: 25 Feb 1993 GRAND PRAIRIE. Tx 75051 7.0 DL TC 7 2X4 #2 N SP OF (214) 660-3940 ATS ARS-F: -TNC 'Orf LL BC 0 WEBS LAYOUT IO: ¢ Z� i 664 33.33 OL BC 10 2X4 03 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 It I! LUMBER SHALL BE OF THE SPECIFIED MNNMUM CRUDES, 5! CDISECTOP PLATES SMALL BE IIISTALLED Sne4:TRICALLf DN f0; ALL TEUSIOU CHORD MEMBERS ASSUMED 10 BE CONT IIIDO'J5L1 131 0 11101CATES LATERAL SAACIUG MEMBER (1114 9111.) SPECIES, AIA 19X NAXILlU9 MOISTURE COUTENT, OR SUCH THAT THE JOIU1. BRACED BY EITHER 3/8" IN 711) PLfWOOD SHEATH1110, 1/2' 14) IUSTALLATIOU AUG EPECTIC4 OF THE TRUSS, PEF9ANENT, AIG iS OF nI GMER ALLON46LE STRESS VALUES, ALL VALUES USED 6� TOP CnCAG SPLICES ARE 1401 PECGH14EHDE0 TO GCC'JP CHIN; DRYWALL OR BRACING MEMBERS SPACED 10' R.c. (MAX:. TEMPGAAR'f SPACING SHOULD BE DOHS IN ACCC410AtlE WITH FOR DESIGN ARE BASED oil THE LATEST E0171014 OF THE IIA- GIRECIL'H ABOVE A BOTTOM CHDRG SPLICE. UNLESS NOTED OTHERWISE. CUPPENT TPI BRACING AtD ERECTIO4 PUBLICATIONS. T I OVAL DESIGN STA14DAROS PJBLi SHED BI THE HATIONXL 7N Y-2000 APPROVAL ff,44SEP5: USC 2342. FMA 7C8 2014. SOCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO BE CO4TI(AJOUSL+T51 THIS OESIOI CpFORMS TO_JRREfIT TPI DESI514 SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE 86-125 SPACED BV EITHER 3/9" IMIN.) PLYWG00 SHEATHING. 1/2' TIC44S FOR METAL PLATE COINECTEG WOOD TPLSSES A14G 21 THIS DESI CRN IS BASED OI CLARK CCIIIECTDR PLATES C41LY BI THIS TRUSS HAS BEE14 OESIONEO FOR THE LOADIIxi SHOWU N111.1 DRNNALL OR BRACIUO MEMBERS SPACED AT 16' o.C. QUALITf STAIN)AROS FCA TRUSSES, 3) CONNECTOR PLATES SITES ARE BASED ON AXIAL FORCES OAf. O4 THIS DAMOUG. 7fIS7ALLAtIC4f ANN)USE SMALL CGEOWI ;MAXI. UNLESS UOTEO OTHERWISE. 16) UO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IN M4f MAY. 4) CanUECIGA PLATE SIZES ARE CALLED OUT WIDTH (ACPOSS SLOTS) WITH 11415 OFSION 12) IIgICATES BE AAIUD LOCATIGII 171 SPECIAL HMA11110 CAPE SHOULD BE TAKEU"P40 SHIPPt118 A40 0f LFfiUlt, IAl UUG SLOTSI AND THE ORIENIAT104 Of tri 91 IfiIS DE51UI IS APPLICABLE TO SIDRIFP%PAH )M)SSLS DF EPE010/OF TRUSSES SEE MI6-91 fOi HEC004ICIAATIO14S CALL OUT IS THE DIPECi TOM OF ERE PLATE L1,IIGIn 1t EfiT lSy_.14L.O1L4. I1E1�_�!L'll -CGNf IGURATt UJ Alq LOADING SPECIE NEO BX FABRICATOR -ADDITIOIJAL PLATING FOR HAICOLING TRUSSES IS PESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHONN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE A110 IS IIOT THE RESPONSIBIL114 OF THE TRUSS FABRICATOR OR CLAR'!. -FALSE BOTT014 CHORD INFORMATION FALSE BOT 21-0-0 ON LEFT. VERTICAL SPACING-4-0-0. USE MINIMU4 OF 2x4 PLATE FOR FASTENIIIG FALSE BOT CHORD VERTICALS. -4USE 394 14114. FOR SCARF ON FALSE BOT CHORD. ?RUSS BOTTOM CHORD ABOVE FALSE BOTTC44 CHORD MUST BE BRACED KITH Ix4 CONT. LATERAL BRACIIIG AT YAM O.C. MAX SPACING. 3-4-8 RUN 3-7-8 6-0-0 4-3-7 4-5-3 4-3-7 5-4-8 5-7-8 RUN 1-5-14 1-5-14 74 PLF Max Height 6-0-3 12 Q 6 381# 3221 3220 357/ + a + a 6�6 Al 3x4 ;S ]347# \ 395# 2480 197/ � 123# 0 2fi3 + 103# 107# 670 151# 106# 660 108# 40 . 1712# m I5x6 I f o 131715167%10 (3.5167% 7x5 3x4 30 5x8 0 3 3x8 f2 20 PLF 7-0-0 4-0-0 6-3-7 4-5-3 4-3-7 11-0-0 1-4-0 37-0-0 1-4-0 Forces tL-P) BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1941) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area . UPLIFT CONNECTION REQUIRED: rT 8D 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom )oint i4. Maximum Live Load Oeflection of .288' (5/15). Index-.234, (L/1542) Maximum Total Load Oeflection of .452' (7/16), Index-.244, (L/982) rtu CLAD(N-o� CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' H-11 T-4 DWG. 0 ALPINE ENGINEERED PRODUCTS Inc Vj?000 2-0-0 LL TC 30 2X4 Y2 N SP ENG. FOR: TRUE TRUSS INC - SOS 15445 tool S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+8 DATE: 25 Feb 1993 GRAND PRAIRIE. Tx 75051 7.0 OL TC 7 LAYOUT I0: (214) 660-3940AAF -- _ 2X4 02 N SP OF `T, LA A' INS F'OR STL LL BC 0 WEBS + �" 664 I DL BC 10 2X4 03 SP ADDRESS: 33.33 SCALE: '(! It l' MEMBER TRUSS PLATE INSTITUTE TOTAL 47 � EXCEPT AS MAY BE NOTED I 1/8 .11 LUMBER SHALL BE OF THE SPECIFIED MINIMUM WADES. 5! CC491ECTOA PLATES SHALL BE 11451ALLED SMNAETPICALL' ON 10) ALL TENSION CHOMO MEMSEAS ASSUMED TO BE CO TIUU(Yl1SLf 13! �INDICATES LATERAL BRACING MEMBER HA4 MIN.) SPECIES. AND 192 MAXIMUM MOISTURE CONTENT. OR SJCH THAI THE JOINT BRACED BY EITHER 3/9- (Mill! PLNWOOD SHEATHHM. 1/2' 141 IIISTALLATIGI AND ERECTION OF THE TRUSS. PERMUEIIT. Alp IS OF HIGHER ALLOWABLE STRESS VALUES. ALL VALUES USED 6; TW CHCiFG SPLICES APE NOT PECONENDEO TO OCCJR (MINI DRYWALL OR BRACING MEMBERS SPACED 20' 0.C- (MAxj. TEMPOPAR-,BRACING 5nb.1LO SE DONE IH ACCGRDAHCE WITH FOR DESIGN ARE BASED 014 THE LATEST EDITION OF THE HA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI SPACING AND ERECTION PJIILICATIOIS. TIONAL DESIGN STANDARDS PUBLISHED BY THE NATIONAL 71 V-2000 APPROVAL 14NBEPS: USC 2342. FHA TCO 2014. SBCC 11) ALL COMPRESSION C"0010 D MEMBERS ASSUMED TO BE COTRR INJDUSLn5N THIS DESIGN CONFORMS TO CURRENT TPI DESISH SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BOCA FILE 86-125 SPACED OY EITHER 3/e' !NIH.) PLYWOOD SHEATHING. 1/2' TIONS FOR METAL PLATE CC41ECTED WOOD TRUSSES AND 21 THIS DESIGN IS BASED ON CLARY CONNECTOR PLATES ONLY. BI THIS TRUSS HAS BEEN DESIC4ED FW THE LOADING SHOWN (MIN.) DRYWALL W SPACING MEMBERS SPACED AT 16' O.C. DUALITY STANDARDS FOR TRESES. 31 CONNECTOR PLATES SIZES ARE BASED 014 AXIAL FORCES ONLY. OI THIS DRAWIFG. INSTALLATION AND USE SHALL CONFORM MAX). UNLESS NOTED OTHERWISE. 161 110 tEI4SEM OF THE TRUSS MAX BE CUT OR MODIFIED IN ANY MAY. 41 CONNECTOR PLATE SIZES ARE CALLED OJT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 121 ® INDICATES BEARING LOCATION. 171 SPECIAL HANDLING CAME SHOULD BE TAKEN DURING SHIPPING AVID BY LENGTH (ALONG SLOTS) AND THE ORIENTATION OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ERECTION OF TRUSSES SEE nIB-91 FOR RECOMMENDATIONS SIZE CALL DJT IS THE DIFIECTIC44 OF THE PLATE LENGTH, C 0 IG AND C011FIGURATION. -CONFIGURATION AIJO LOADING SPECIFIED BY FABRICATOR -AOOITIO4AL PLATI14G FOR HANDLING TRUSSES IS RESPONJSI8ILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF POIOPlIG MUST BE MADE A11D IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -FALSE BOTTOM CHORD INFORMATION FALSE BOT 21-0-0 ON LEFT. VERTICAL SPACING-4-0-0. USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. y USE 3x4 14114. FOR SCARF ON FALSE BOT CHORD. yY TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED WITH 1x4 3-4-6 COHT. LATERAL BPACING AT Z4"O.C. MAX SPACIIJG. RUN 3-7-8 4-0-0 6-0-0 5-0-0 5-0-3 4-6-11 5-3-3 RUN 1-5-14 1-5-14 74 PLF Max Height 8-10-3 12 d 6 4070 371F 5f 5 Sn'n 3701 3601 \� 273/ ''\ 3590 12 N�+1 �\ 309 248/ 6 P" \ \ 1840 M 1230 o \\ 2+ loot 1101 1241 1480 721 66# too# . 17121 1711/ 13.5167 1� c 13.5)67X 1 7x5 5x6 3x4 3x7 5x8 .c1 3 3x8 12 20 PLF 7-0-0 4-0-0 6-0-0 5-0-0 7-4-8 7-7-8 Forces IL-P) 1-4-0 1-4-0 37-0-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 q* MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: O'W i 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 04. Maximum Live Load Deflection of .265" (4/16), Index-.215, (L/1675) Maximum Total Load Deflection of .415' (7/16). Index-.224, (L/1070) 1 �CL PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' H-15 T-6 DWG. e ALF "ICTS Inc V 2000 2-0-0 LL TC 30 2X4 A2 N SP ENG. FOR: TRUE TRUSS INC - SDS 154-15 901 ""n'' BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 AND c Tx 75' 7.0 OL TC 7 2X4 A2 N SP r? � t>-1A1E-]TRE --_ TNC7_FOA STL- LL BC 0 LAYOUT ID: /OF 4) 6t WEBS Y/ n Ute• 670 33,33 OL BC IO 2X4 03 SP ADORt_SS SCALE: �V IT 1141TNST ITUTN TUI Al. 41 EXCFPT AS MAY UE NOTED 1/8 1 I? LUMBER SHALL BE OF THE SPECIFIED MIMIMJM GRADES. 51 CONNECTOP PLAIES SMALL BE IIISTALLED StMET9t:ALLI ON 101 ALL IENSION CHORD MEMBERS ASSUMED TO BE COITINNIO'JSLt 130 / INDICATES LATERAL ePtC114 MEMBER (f14 MIN.j SPECIES. Ate 19X MAYIMJM MOISTURE CONTENT. OR SUCH THAT THE JOIItT BRACED BI EITHER 3/0" iMIN) PLINOOD SHEATMIII3, 1/2` 1/1 INSTALLATION AND ERECIIUI OF THE IPJSS, PERMAI" ARD IS f4'n1 vHEP ALLOWABLE S1PE55 VALUES. ALL VK UES USED 6; IOP CHCAD SPLICES ARE N0T PECOW4ENDEO 10 OCCt H4 (Mill) DRVMALL OR BRACING MEMBERS SPACED IO' O t IMAY1. TEMPCFAPt BRACING SHOJLD BE DONE Ili ACCCAOANICE NIT" FOP DESIGII APE BASED OI THE LATEST EDITION DF IHE NA- DIRECItI Ae0'VE A BOTTOM CHORD SPLICE. LVIESS NOTED OTHERWISE CURHEIIT IPI BRACING Ate ERECTION PNB)ICAIIONS. 11014AL GESICN STANDAHOS PURI IWO Br THE IMIIOAL.. 71 V-A000 APPROVAL N..1WN%: 00C PT42, FHA NCB 2014• SBCC 11) All COMPRESSION CHORD MTMKFIS ASS'JMID TD M COIN IN4'Ju9s1.+154 T"IS 14"5101 CON'O4" TO C'JMYNT 1PI DE312H 141CIFICA- rO0t51 PWNAICIS ASSOCIATION 7251, BIx:A FILE eG-12D 814ACtO BY E11HER 3/6" MIN.) PLIWOWN SHEAIMING. 1/2' TIWK FOR METAL PLATE CIBNEC/E0 WOOD I"SES AND 2) THIS OESIGI 15 BASED ON CLARt CONNECTOR RATES ONLY BI CHIS FOUSS 0445 BEEN DESIGNED FOR THE LOADING SHOWN MINI DRtWKL OR BRACING MEMBERS SPACED AT 16' R.t. DUALII( STANDARDS F:R TRUSSES. 31 CONEC/DR PLATES SIZES ARE BASED ON AXIAL FORCES ONLY, OI THIS OPAWIIIG. INSTALLATION AND USE SHALL CC44FO4M MAY), U;ESS NOTED OTHERWISE. I61 NO MEI4KP OF THE TRUSS MAI BE LUT OR MMIFIEO IN ANI MAI, 4) CONECTGR PLATE SIZES ARE CALLED 0'JT MOTH (ACROSS SLOTS) WITH THIS DESIGN I2) INDICATES BEARING LOCATION. 171 SPECIAL HAHNDLINO CARE SHOULD BE TAKEN GURRI3 SNIPPING AID Of LE14GTM (ALONG 5LOTS1 AND THE OPIENTATION OF THE 91 THIS DESIC44 IS APPLICABLE TO SHORTER SPAN TRUSSES OF ® EPECTIG14 OF TRUSSES SEE "IB-9I FOR RECOMMENDATIONS CAt L 00 15 TttE DIRECTIr"OF THE ELATDENTICAL0 IIu AND CDNFIG1JRA7ION. -CUIFIGURATIC14 AND LOADING SPECIFIED BY FABRICATOR -AOOITI(AML PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS I5 DESIGNED CULY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION( OF PC41011IG MUST BE MADE AND IS NOT THE RESPONSIBILITY GF THE TRUSS FABRICATOR OR CLARY. -FALSE BOTTOM CHORD INIFORMATION FALSE BOT 21-0-0 ON LEFT. VERTICAL SPACING-4-0-0. USE MINIML.44 OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. USE 394 NIN1. FOP SCARF ON FALSE BOT CHORD. 3-4-8 4-1-12 TRUSS BOTTOM CHORD ABOVE FALSE BOTTOI4 CHORD MUST BE BRACED WITH 1x4 RUN 3-7-e 7-10-4 1-0-0 5-8-3 5-4-11 5-Ti-3 RlN CONT. LATERAL BPACING AT W o.C. MAX SPACING. 1-5-14 i2 12 02 62 12 1-5-14 Max Height 9-10-3 74 PLF 12 Q 6 192171 SNS, -.Sxs 4441 4101 I 3*A 408# 3}v 415/ 12 2481 2091 123# 01 2} �� \',;\ \\ ✓X� 66# 100# 120# 9094# 1681 821 rA 17121 f7f11 l�\ (3.5167% 13.5167 Cn I ' .1 a 1 5x8 c g x5 3x8 5x6 3x7 3x6 12 20 PLF 7-0-0 4-0-0 0-0-0 1-0-0 8-4-8 8-7-8 FOrces(L-R) 1-4-037-0-0 1-4-0 1 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: O 0 AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint 14. Maximum Live Load Deflection of .251' (4/16), Index-.204, (L/1769) Maximum Total Load Deflection of .394' (6/15), Index-.213, (L/1127) 1 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' H-17 T-7 DWG. / ALPINE ENGINEERED PRODUCTS Inc y�000 2-0-0 30 2X4 Y2 D5 SP ENG. FOR: TRUE TRUSS INC - SDS ��j�{�� 1801 S. GSW PKWY. LL TC GRAND PRAIRIE. Tx 75051 7.0 DL TC 7 BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 (214) 660-3940 PLATE-AREA: X INC. FOR STS LL BC Q wE85 2X4 Y2 N SP LAYOUT I0: 7 OF ��N� 740 33.33 ' OL BC 10 2X4 13 SP ADDRESS: MEMBER TRUSS PLATE INSTITUTE TOTAL. 47 SCALE: EXCEPT AS MAY BE NOTED 1/8 / 1! LUMBER SHALL BE OF THE SPECIFIED M1141MJM GRADES, 5! CO1AECTUA PLATES SMALL BE I1ISTALLED SIMIETRICALLI DN 101 ALL TEI1SIOt1 CHORD MEMBERS ASS•JMED TO BE CONTltx10USLl 13! � GIDICATES LATERAL BRACING MEMBER NX4 MITI., SPECIES. uD 19, MAXIM-04 MDIs i'JNE COt17ENT, OR SUCH THAT THE.ATINT BRACED Of EITHER 3/0" IMP1) PL+NO00 SFIEATHDIO, 1/2' 34! IIISTALLATIG/AID EAECTIC44 OF THE TGOSS. PERMAtENT, MD IS OF .I.. ALLOWABLE STRESS VALUES, ALL /ALLES USED B; TOP CW-4V SPLICES ARE NOT PECGMIENMO TO GCCJR (M1HI DR'INALL OR BRACItIG MEMBERS SPACED I0' O.C. (MAX:, TEMPGPAPI BPACIHS SHbJLD BE DOLE 114 ACCCPGAP.CE NIT. FOR RESIGN ARE BASED ON THE LATEST EDITIOU OF THE 11A- 0IRECTL'I ABOVE A BOTTOM CHORD SPLICE. LN&ESS NOTED OTHERWISE C(1PPEIIT TPI BRACING AID EPECTIGt PJBLICATIC44. TIONAL DES I Ott ST AIDARDS PUBLISMED NV THE/IATIO14AL 7) V-2000 APPROVAL IIJMBERS: 'JBC 1347, FHA RCB 2014. SBCC 11) ALL COMPRESSION CHORD MEMBERS ASSUMED TO Of CO(JTINUOUSLn51 THIS DESIGN COIEORMS TO CURREHI TPI DESIOtt SPECIFICA- FOPCST PikKklCTS ASSOCIATt(N4. 7151, BOCA FILE Me 17b BRACED N+EITHER S/N" 1MJH.) PLOMOW SIEATHIID. 1/0' 1IL44S Pill MEIAL PIATE COIECTIO WOOD TRUSSES AID 21 IN13 DI'SI(NI IS NASIO 011 CLAM,CO#4ICTOR PIAIES 014V MI THIS 111,6%IIA'.*It Is DESI(XIfO I(A1 104E tOADIID 5110001 114111,1 OAfWALL OR NRACIID MIAINTRS SPACtO At 10' 0 C, LAIA111/ SIA141AR09 POR TAIWE#. 31 COt#EC10R PLATES SIZES ARE BASED(Fl AXIAL FORCES OF&,. OI IRIS OIANNM, INSIALLA(I121 AID USE SIIALL COIWOIN IMAX1, UI4LE9S IIOlEO OtHIRNISE. 15) ID MEI4BLR OF THE TRUSS MAP IN CUT OR MODIFIED 114 ANI WA+. 4) COI4ECTOR PLATE SIZES ARE CALLED OJT MOTH (ACROSS SLOTS) WITH THIS DESIGN 12) ® ItDICATES BEARI110 LOCATED". 17) SPECIAL HMOLI110 CARE SMg1D BE TAKEN DLAIIID SHIPPING Ari B'+LEt4GTH (AL(IIG SLOTS) MD THE OPIEHTATIOH OF THE 91 THIS DESIGN IS APPLICABLE TO SHORTER SPAN TWJSSES Of ERECTION OF TRUSSES SEE HIB-91 FOR PECOMMEtOATIDIIS. SIZE CA" (Fir IS THE CIRECTICH OF THE PLATE LF14GThC 1G AtID COtIFIGURA710t4. -COIF IGURATIO4 AND LOADING SPECIFIED BY FABRICATOR _ -ADDITIO4AL PLATING FOR HAt47Llt4G TRUSSES IS RESPOfISIBILITY OF FABRICATOR. -FALSE BOTTOM CHORD ItFORMATION FALSE BOT 21-0-0 Ott LEFT. VERTICAL SPACING-I-0-0. USE MINI14LM4 OF 2x4 PLATE FOR FASTEI4ING FALSE BOT CHORD VERTICALS. USE 314 MIN. FOR SCARF 014 FALSE SOT CHORD. 'TRUSS BOTTOM CHGPO ABOVE FALSE BOTT014 CHORD MUST BE BRACED PITH 1x4 COIT. LATERAL BRACI14G AT zA'O.C. MAX SPACING. 3-4-8 RUN 3-7-8 4-0-0 4-3-14 4-2-2 5-9-0 5-7-4 6-1-12 RUN 1-5-14 1-5-14 Max Height 10-1-3 74 PLF 12 p)<S 3150 3671 420/ '\ 3011 'g 3fi' 273/ \ `\ 424• 217 12 5 y 2400 \ \ \ 0 :. 6 � V� d 3 123# 66# 1080 125# 1710 1731 660 17130 17110 13.5)67) (3.5167X I 3x7 ', 5x8 ..b 3x8 5x6 20 PLF 3x8 12 7-0-0 4-0-0 8-6-0 8-5-10 B-11-6 Forces(L-R) LDING 1-4-0 tiat 37-o-a 1-4-0 D CODIE: Standard Building Coode: Encloed d(8BCC1 1991) WIND SPEED: 110 no MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area n UPLIFT CONNECTION REQUIRED: /�D AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: f Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .271' (4/16), Index-.22, (L/1638) Maximum Total Load Deflection of .424' (7/16), Index-.229, (L/1047) i � REunct �WIN1:6 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' SPEC 1-8 DMO. It ALPINE ENGINEERED PRODUCTS Inc VJ?000 2-0-0 LL TC 30 2X4 Y2 N SP ENG. FOR: TRUE TRUSS INC - SOS )5j 15 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRAND PRAIRIE. Tx 75051 33.3 DL TC 7 2D 7. 1214) 660-3940 _ 746 TNC. FOR STL LL BC 0 WEBS 2X4 #2 N SP LAYOUT ID: OF 2D A T�-AREA:-._-- MEMBER BUSS PLATE INSTITUTE 3 ' DL BC 10 2X4 #3 SP ADDRESS: SCALE: TOTAL_ 47 EXCEPT AS MAY BE NOTED 1/8 fl LUMBER$HALL BE OF THE SPECIFIED MINIWJM WADES, 5! CGtxEC1oR PLATES SHALL BE 111STALLED SiNEIPICALLr 011 10) ALL TENSION CHORD MEMBERS ASS'JNED TO BE C0II1I14"JSLr 131 � INDICATES LATERAL BMACUK;MEMBER (114%10.1 SPECIES, AND 19X MAJIMIJM MOISNPE CONTENT. OR SUCH THAT THE J01N1 BRACED B+EITHER 3/8" (MITI! PI.rMODD SHEATHING, I/2- 14) IIISTALLATIGN AND EPECTICN OF THE TRUSS, PErNANENT, AIG IS OF HIGHEP ALW%ABLE STRESS VALUES. ALL VALUES USED 6: TGP CHCENG SPLICES APE tIOT PECGMENDED TO OCCUR TNI 1.: OSIWALL OR BRACING MEMBERS SPACED 10' A.c. (MAX). TEWORAR'r BRACING SHrYJLG BE OGLE IN ACCORDANCE WITH FOR DESIGN ARE BASED ON THE LATEST EDITION OF THE NA- DIRE TL'r ABOVE A BOTTOM CHORD SPLICE. LMLESS NOTED OTHERWISE. CURRENT TPI BRAC TNG AMC ERECTION PUBLICAi1GK. TIONAL DESIGN STAtDAPOS PJBLIStED BV THE NATIDRAL 71 V-2000 APPROVAL NUMBERS: VAC 2342, FHA TCB 2014. SBCC II) ALL COMPRESSION CHCMD MEMBERS ASSUMED TO BE CONTIMJDUSLYI5N THIS DESIGN CONFORMS TG CURRENT TPI DESIST/SPECIFICA- FOREST PRODUCTS ASSGCIATION. 7251. SOCA FILE 86-t25 BRACED Of EITHER 3/e" IMIN.) PLrWODO SHEATHING, 1/2- TIONS FGR METAL PLATE CONNECTED WOOD TRLSSES AND 21 THIS OESIrN IS BASED Oil CLARY CONNECTOR PLATES OILY. 81 THIS TRUSS HAS BEEN DES141JED FW THE LCADING SHOWN �W1N.) DRYWALL OR BRACINIG MEMBERS SPACED AT 16" o.C. DUALITY STANDARDS FW TPUSSES. 3) CONNECTOR PLATES 512ES ARE BASED ON AXIAL FORCES ONL/. Oil THIS DPAMIIG. II15TALLATION AtD USE SHALL CONFORM !MAXI. UNLESS NOTED OTHERWISE. 161 110 MEMBER OF THE TPJSS MA'r BE CUT CA MODIFIED IN AIV WAr- 4! CONNECTOR PLATE SIZES ARE CALLED UJT WIDTH (ACROSS SLOTS) WITH THIS DESIGN 121 ® 11DICATES BEARIID LOCATIUI. 17) SPECIAL HAJDLl110 CARE SHOULD BE TAKEN DURING SMIPPIM3 AIND 0'1 LENGTH TALONS SLGTSi AD THE DRIENTATION OF THE 9; THIS DESIGN IS APPLICABLE TO SHORTER SPAN TPJSSES OF ERECTION OF TWJSSES. SEE HIB-91 FOR RECOMIMENDATIONS SIZEC JT I F T 10IM, IPE14TICAL LOADING AMC COfIFIGUHATIC44. -CGIIFIGURATIOU AND LOADINIG SPECIFIED BY FABRICATOR -ADDITIONAL PLAT114G FOR HAIULINo TRUSSES IS PESPONSIBILIT'/ OF FABRICATOR. -AtIlICIPATEO NOPIZQTTAL 1401VE.HE11T UNDER TOTAL LOAD - .266' 3-5-13 RUN 2-9-11 4-6-9 4-3-1 4-4-13 5-9-0 5-7-4 6-1-12 RUN 1-5-14 1-5-14 Max Height 10-1-3 74 PLF 12 X16 5KS 3760 3200 4201 3269 r A 4240 r,T3 3+q 2720 m f2 Y' SfBi 2220 `� - 2171 T m A S� 590 1260 1320 1510 1731 860 o M dx3N \\L 17130 \i 17110 \ \�. 13.5149X 13..5157 ,� INi to m � o f 1 7x9 3x4 5x6 3x4 3x7 9x11 2 20 PLF 12 6-3-8 5-8-2 6-6-6 6-6-10 8-11-6 F 02 02 r2 02 orces(L-R) 1-4-0 1-4-0 D BUILDING TYPE: Enclosed Residential 37-0-o CODE: Standard Buitding Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 790 it 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 N3. Maximum Live Load Deflection of .366" (6/16), Index-.297, (L/1213) Maximum Total Load Deflection of .574' (9/16), Index-.31, (L/774) _ Rev S-f -�? ifrL CW(&)D7 a1 CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' SPEC VAULTS T-9 DING. r c' ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 r2 N SP ENG. FOR: TRUE TRUSS INC - SDS 124L5- 1801 S. GSM PKWY. BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRANO PRAIRIE, TX 75051 _7_'0 DL TC 7 2X4 A2 DS SP LAYOUT ID: R OF 7/1 12141 660-3940 PLATE AR�.it: INC. FOR STC LL BC 0 WEBS _ 546 33.33 DOTBC 40 2X4 A3 SP ADDRESS: SCALE: �� MEMBER TRUSS PLATE INSTITUTE I/8 FXCE P7 AS MAY UF NOTFO ;I; 1! LUMBER SHALL BE OF THE SPECIFIED MII41WJM GRADES. 5! CGNBECIOR PLATES SHALL BE INSTALLED 5(1414TRICALL( 011 101 ALL TE451ON CHORD MEMBERS ASSUMED 10 BE COAT IIUO'JSL, 13! / INDICATES LATERAL BRACING MEMBER (1F4 MIN.) SPECIES• MD 192 MAXIMUM MOISTURE COIITENI. OR SUCH THAT THE JOU1l BRACED Be EITHER 3/8` 1W 7111 PL IMDDO SHEATH114G• 1/2' 141 INSTALLATION AUG ERECTION OF THE T"S. PER1M(ENT• MG IS GF HIGHER ALLOWABLE STRESS VALUES, ALL VALUES USED 6: TCP CKPO SPLICES APE NOT RECG144NDEG TO OCCUR (Mi11! OR'NMALL OR SPACING MEMBERS SPACED 30• R.c. (MAY.;. TEMPCPAPY BRACING SHUJLG BE DONE IN ACCORDANCE WITH FOR OESIU4 APE BASED ON THE LATEST EDITIO14 OF THE NA- GIPECTLN ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHEPWISE. CURKIIT TPI BRACING MIG EPECTICN PJBL.ICATIGNS. TIOIAL DESIGN STADAROS PUBLISHED B( THE NATIONAL 7! V-2000 APPROVAL IYJMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL CO1PiESSIOM CHORD MEMBERS ASSUMED TO BE CO4TI1rJOUSLn5, THIS DESIGN CONFORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251, BDCA FILE 86-125 BRACED Of EITHER 3/9' IMIH.) PLVW000 SHEATHING, 1/2' TIONS FOR METAL PLATE CONNECTED MOOD 1AUSSES AND 2) THIS DESIGN IS BASED ON CLARY CONIIECTON PLATES ONLY. 81 THIS TRUSS HAS BEEN DESIGNED FOR THE LOADING SHOWN ;N111.) DRYWALL OR BRACING MEMBERS SPACED AT 16' D.c. DUALITY STANDARDS FOR TRUSSES. 3! CONNECTOR PLATES SIZES ARE BASED ON AYIAL FORCES ONLY. OI THIS DRAIHIIG. INSTALLATION AND USE SHALL CGtSDPM ;MAXI. UNLESS"DIED OTHERWISE, 16) NO MEMBER OF THE TRUSS MAY BE CUT to MODIFIED IN MTV MAV. 4! COUECTGR PLATE SIZES ARE CALLED O'JT WIDTH iACROSS SLOTS) WITH THIS DESIGN /2) ® INDICATES BEARING LOCATION. 17) SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPI113 AMC BY LENGTH (AL01G SLOTS! AND THE OPIENTAtlON GF THE 9; THIS OESIC44 IS APPLICABLE TO SHORTER SPAR TMJSSES OF ERECTION OF TRUSSES SEE HI8-91 FOP PECC4#E10ATIp45 SIZE C OUT T N M ITP I 9111. G N C U DING MID C01 GVR G 4 -CC44FIGURATI011 A1'1D LOADVIG SPECIFIED BY FABRICATOR -ADDITIOI4AL PLATING FOR HANDLING TRUSSES IS PESPOIISIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN, PROVISION FOP THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE PESPOHSIBILITY OF THE IPVSS FAUPICAIDR OR CLAPI. -ANTICIPATED HOPIZGNTAL MOVEMENT UNDER TOTAL LOAD - .284' 3-5-13 1-0-0 RUN 2-9-11 6-4-4 6-4-4 5-8-3 5-4-11 5-11-3 RUN 1-5-14 02 02 42 62 62 02 1-5-14 Max Haight 9-10-3 74 PLF 12 Q6 *s Shs 27217/ 470# 4101 /r(0 j� 34'1 339# ' �41 }2 5 2221 PN 6 C7 s 1B♦ 0 1 1 Q •��'`\ SX6 a 1250 127# 74940 1681 820 *g 59# 2x3 I� ` • 17120 17111 13-5)67 1 7x8 3x4 3x4 3x4 5x6 3x7 3x11 2 20 PLF 12 1-0-0 8-3-6 6-4-4 6-4-4 8-4-8 8-7-8 - #2 02 #2 02 #2 � Farces(L-P) s-4-o 37-0-0 s-4-o 1> BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 1Tph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REWIRED: %D # 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 113. Maximum Live Load Deflection of .347' (6/16), Index-.281, (L/1280) Maximum Total Load Deflection of .544" (9/16), Index-.294, (L/816) N — ------- —---- D REV 5-1- 3 'JJ C, c w 1&3p) C-n. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' HV-19 SPEC T-10 DWG�1C GRAND PRAIRAIRIE, TX 75051 7.0 OL TC 7 2X4 N2 DS SP 0 ALPINE ENGINEERED PRODUCTS Inc y000 2-0-0 LL TC 30 2X4 02 OS SP ENG. FOR TRUE TRUSS INC - SOS '�Tr 1801 S. PKWY. BC LUMBER PROJECT: CENTEX 3708 A+8 DATE: 25 Feb 1993 1214) 660-3940 -TLAT-9 -"INC. X017-STI. LL 8C 0 WEBS LAYOUT ID: !b OF7_O - __LA!MEMBER TRUSS PLATE INSTITUTE 582 33.33 OL BC 10 2X4 #3 $P ADDRESS _ SCAE: TOTAL. 47 EXCEPT AS MAY BE NOTED 1/8 1 I1/J I) LUMBER SMALL BE OF THE SPECIFIED M1141WJM TIRADES, 5) C01aECTOP PLATES SHALL BE 111STALLED S044EIPICALLf 011 10) ALL TENSION CHORD MEMBERS ASS:xED TO BE COITIt4x7JSLf 13! 0' 11401CATES LATEPAL BPAC114 MEMBER (IIA MIH.) SPECIES. AND 19x MAP IMJM NoISTJPE COITENT, OR SUCH THAT THE JJlt1T. SPACED OV EITHER 3/8" iM1111 PLfWOOO SIEATHI113. 1/2• $A) 114SIALLA11C14 ALIO ERECTIOM GF THE TFOJSS. PERMANENT. AND IS OF HIGHER ALLOWABLE STRESS'VALUES. ALL VALUES USED 6t TOP CHCAG SPLICES ARE NOT PECONMEMOFO TO OCCUR (MIH1 OR'/WALL OP BRACING MEMBERS SPACED 10' U.C. IMAXi, TEMPORARf SPACING SnU&D 8E DOE IN ACCCACANCE WITH FOR DESIGN APE BASED ON THE LATEST EDITIDN OF THE)4A- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UTA.ESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION RJBLICATIGNS, 1IONAL DESIGN STANDARDS PUBLISHED of THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPPESSIGN CW410 MEMBERS ASSUMED TO BE CONTIMIOUSLv151 THIS OESIGR CONFORMS TO CURRENT TPI DESISN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE SG-125 BRACED B 00 r EITHER 3/8" MIN.) PLfWGSHEATHING. 1/2' TIONS FOR METAL PLATE CGAECTEO WOOD TRUSSES AHO 21 THIS DESIGN 15 BASED ON CLARE CONNECTOR PLATES ONLY. B) THIS TRUSS HAS BEER GESIGIEO FCA THE LOADING SHOWN (MIN.) DRYWALL OR BRACIUG MEMBERS SPACED AT 16' O.C. OIALITf STAIIDAROS FOR TRUSSES. 3) CO4ECTOA PLATES SIZES ARE BASED ON AXIAL FORCES ONLf. O1 THIS DRAWIIW. INSTALLATIGI AMG USE SHALL COFOMAX),RI UNLESS NOTED OTHERWISE. 15) HO MEMBER OF THE T/VJSS MAf BE CUT OR MODIFIED IN ANY WAf. 4) CONNECT CR PLATE SIZES ARE CALLED OUT WIDTH (ACROSS SLOTS) WITH THIS DESIO4 12) ® INDICATES BEARIIIO LOCATIGUL I. 17) SPECIAL HANDLIND CAPE SHOD BE TAKEN DURING SHIPPING NID BY LENGTH (ALONG SLOTS] AND THE ORIENTATION OF THE 9i THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRJSSES OF EPECTICH OF TRUSSES. SEE nI8-91 FOR RECOWENOATIONS. SIZE CALL CyjT 15 THE DIREcTiDuT NGTm, IrENTICAL LOADING AND COtIFIGU14ATIQU, -CONFIGURATION AND LOADING SPECIFIED BY FABRICATOR -AOOITiGIIAL PLATING FOR HAI4OLING TRUSSES IS PESPO14SIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PGJOING MUST BE MADE AND IS 140T THE PESPO4SIBILIT'I OF THE TRUSS FABRICATOR OR CLAP/. -ANTICIPATED HORIZGIITAL MOVEI4ENT U14DER TOTAL LOAD - .276' 3-5-13 RUN 2-9-11 5-4-4 5-4-4 5-0-0 5-0-3 4-8-11 5-3-3 RUN 1-5-14 #2 02 02 02 #2 f2 1-5-14 74 PLF Max Height 8-10-3 12 Q 6 383# 371# 5�J S`XS 396# n2359,1 \ 3027 2221 \+ iB4f m 6 \ \ fief o '\� 2+ • 168/ 1570 1240 1480 720 40 2X3 17127 ►)0 17;10 (3.51 67 I' c 13.5149% 1 7x9 3x4 Z5x6 3x4 3x7 3x01 2 20 PLF 12 6-3-8 10-6-8 5-0-0 7-4-8 7-7-8 02 #2 #2 #2 FDrces(L-P) 1-4-0 1-4-0 37-0-0 f�> BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1491) WIND SPEED: 110 no MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 706 N AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint #3. Maximum Live Load Deflection of .331" I5/16), Index-.268, (L/1341) Maximum Total Load Deflection of .519" (8/16). Index-.281. (L/855) 1 PLO I CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' HV-17 SPEC T-11 DWG. # ALPINE ENGINEERED PRODUCTS Int 2X4 #2 DS SP ENG. FOR: TRUE TRUSS INC - SOS 157 �5 1801 S. GSW PKWY. V_2000 2-0-0 LL TC 30 GRAND PRAIRIE. Tx 75051 _ 7_'0 OL TC 7 8C LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 ) ! A� 2X4 #2 DS SP ' OF; n (2i4) 660-3940 PLATE AREAL _ INC. FOA STL LL BC 0 WEBS LAYOUT IO: 1 `A' 544 33.33 ` OL SC 10 2X4 #3 SP AODRESS: SCALE: � ,r MEMBER TRUSS PLATE INSTITUTE TOTAL. 47 EXCEPT AS MAY BE NOTED 1/8 i l�' 11 LUMBER SHALL BE OF THE SPECIFIED M111IM'JM GRADES. 5! CGXIECTOR PLATES SMALL BE INSTALLED SNWEIRICALLY ON 101 ALL TENISIDN CHORD MEMBERS ASSUMED TO BE C014THA)OJSLY 131 0- INDICATES LATERAL BRACING MEMBER (114 NIH.) SPECIES, NO 192 MAAI"MOISTUE CpITEHT, OR SUCH THAT THE JD1111. BRACED BY EITHER 3/8' IMI(q PLIWOOD SHEATHING, 1/2' 14) INSTALLATION AIN)ERECTION OF THE TRUSS. PEPMANENT, AND IS OF HIGHER ALLOWABLE STRESS 'YALU=S. ALL VALUES USED 61 TGP CHORD SPLICES ARE HOT PECGMEHDEO TO OCCUR (41NI OPYNALL DR BRACING 1EMBERS SPACED 10' a.c. INAAj. TEMPWAR'Y BRACING SHOULD BE DOME IN ACCOPGAIICE WITH FOP DESIGN ARE BASED DN THE LATEST EDITION OF THE HA- DIRECTLY ABOVE A BOTTOM CHORD SPLICE. UNLESS NOTED OTHERWISE. CURRENT TPI BRACING MIG EPECTIGH PUBLICATIONS. TtONAL DESIGN STANDARDS P'JBLISrEO BY THE NATIONAL 71 V-2000 APPROVAL NUMBERS: UBC 2342. FHA TC8 2014. SBCC 11) ALL COMPRESSION CHORD ME14DERS ASSUMED TO BE CONTItN0OSLYI5) THIS DESIGN CONFORMS TO CJ41ENT TPI OESISN SPECIFiCA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BRACED BY EITHER 3/8• (MIH.1 PLYMOOD SHEATHING. 1/2' TIO45 FOR METAL PLATE CONIECTEG WOCO TRUSSES AND 2) THIS DESIG7N IS BASED 011 CLARY CONNECTOR PLATES ONLY. BI THIS TRUSS HAS BEEN DESIGNIEO FOR THE LGADIING SHOWN lNltl.) DRYMALL OR SPACING MEMBERS SPACED AT IS' a.c. OUALITY STANDARDS FOR TRUSSES. 3) COINNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES ONL1. OI THIS ORAMI116. 111STALLATIO11 AMC USE SHALL C04FGRN (MAX), UNLESS VOTED OTHERWISE. 16) NO MEMBER OF THE TRUSS MAV BE CIT OR MODIFIED IN ANY WAY. 4) CDNNECTGR PLATE SIZES ARE CALLED OUT MIRTH (ACROSS SLOTS) WITH THIS DESI3t4 12) ® INDICATES BEARIHO LOCATION. 0) SPECIAL HANDLING CARE SHOULD BE TAKEN OAIND SHIPPING AVID BY LENGTH NALONG SLOTSt AND THE OPIENTATION OF THE 9., THIS DESIGN IS APPLICABLE TO SHOPTEP SPAN TRUSSES OF EPECTION OF TRUSSES. SEE HIB-91 FOR PECCM1E140ATIORS SIZE CAu OUTCOF Itt PLATE LENGIM, C O (' A14D C01WIGURATIQ14, -CGNFIfiUR4TIGA) AIz LOADING SPECIFIED BY FABRICATOR -ADDITIUTAL PLATI14G FOR HANOLI14G TRUSSES IS PESPOI4SIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOP THE LOADS SHOWN. PROVISION FOP THE PREVENTION OF PODDING MUST BE MADE ANO IS HOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR DR CLAP/. -ANTICIPATED HORIZONTAL MOVEMENT lA1DEP TOTAL LOAD - .284' 3-5-13 RUN 2-9-11 4-4-4 4-4-4 4-6-0 4-6-0 6-4-6 6-7-8 RUN 1-5-14 #2 02 02 02 02 02 #2 1-5-14 74 PLF Max Height 7-10-3 12 d 6 3281 333# 4020 ( 3x4 3221 `,J f MSX 5 4701 12 \ 2651 *6 6 D 3 gx' 222# 234# m m \\ f f8► o ri 1489 177# 1541 127# 630 n 2x3 `\\� 590 \\ 1713# \. m 1710# 13.5167 f 1 I`I (3.5149% 7x9 3x8 5x6 m 3x7 3x11 2 w 12 20 PLF 6-3-8 6-9-8 9-0-0 6-4-8 6-7-8 02 42 02 #2 1-4-0 1-4-0 Forces(L-P) 37-0-0 ID BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: ?eo AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint #3. Maximum Live Load Deflection of .347" (6/16), Index-,281, (L/1280) Maximum Total Load Deflection of .543" (9/16). Index-.294, (L/818) ) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 37'0' HV-15 SPEC T-12 OWG. # ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC' 2X4 #2 OS SP ENG, FOR: TRUE TRUSS INC - SOS 1801 S. GSW PKWY, 30 DRANO PRAIRIE, Tx 75051 7.0 DL TC T 2X4 02 DS SP BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 OF (214) 660-3940 �LIiTE AST gN� FISC-ST LLAYOUT I0: it 20O - LL BC 0 WEBS __ IA 526 33.33 I DL BC 10 2X4 #3 SP ADDRESS: SCALE_ 1V MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 Irl lA_/ I! LL04DER SHILL BE OF THE SPECIFIED M111IMUM GRADES. 5! CGIMECTOR PLATES SHALL BE IItSTALLED SvM4EIRICALLV 011 10) ALL TEUS1011 CHORD MEMBERS ASSUMED 10 BE COITNNUO'JSLI 131 tIlDICATES LATERAL SPACII4G MEMBER 11X4 MITI.; SPECIES, MG 19%MAXIpV4MOISTURECOTITE4T. OR SUCH THAT THE JOINT. BRACED BY EITHER 3/8" M111? PL./MOOD SHEA7HIN3, 1/214! VISTALLATIGII MID ERECTIGH OF THE TPJSS. PERMMEMT. AIG IS GF nt GHEP ALLOWABLE STPESS VALUES, ALL VALUES USED 6: TGP CnGPO SPLICES ARE HOT PECGM4Et1DED TO GCCUR 114N1; OR'VMALL OR BRACING HEMBEPS SPACED 10' O.C. INAXi. TEMPCPAPV BRACIHS SnGULG BE DOIE IN ACCGPGAINCE WITH FOR OESI GH APE BASED ON TtE LATEST EDITION OF THE 11A- GIPECTL'V ABOVE A BOTTGM CHOW' SPLICE. U CESS t10TED OTHERWISE. CUPPE117 IPI BPACING MG ERECTION PUBLICATIOI4S. PUBLISHED 1014AL DESIGtN STANDARDS PUBLIED BV THE NATIO4AL 7) 0-2000 APPROVAL 10-4WRS: UBC 2342. FHA TCB 2014. SBCC 11) ALL COMPRESSION CMCM MEMBERS ASSUMED TO BE CONTIN'JOUSLVI5) THIS DESIGN CDtfORMS TO CURRENT TPI DESIGN SPECIFICA- FOREST PRODUCTS ASSOCIATION. 7251. BDCA FILE 86-125 BRACED Of EITHER 3/0' Y47M.i PLVNGCA SHEATHING. 1/2' TIOUS FOR METAL PLATE CCi1x4ECTEO WOOD 74L5HD SES A 21 THIS OESIGt4 IS BASED 011 CLARY COIECTH PLATES DIY. B) THIS TRUSS HAS BEEN DESIGIED FOR THE LOADING SHOWN WIWI DRYWALL OR BPACIHG MEMBERS SPACED AT IS' O.c. DUALITY STAIIOARDS FCA TRUSSES. 31 COfECTOR PLATES 5I.S ARE BASED O4 AXIAL FORCES ONLY. OI THIS HAWING. INSTALLATIG41 AHD USE SHALL CONFORM IMA/1, LVLESS HOTEO OTHERWISE. 16) TIO 1E14BER CF THE TRUSS NAV BE CUT H MODIFIED 114 AW MAY. A! COWECTGR PLATE SIZES ARE CALLED OUT WIDTH iACRGSS SLOTS) WITH THIS DESIGN 12) ® 111DICATES BEAPIUO LOCATION. 17) SPECIAL HMNOLIND CARE SHOULD BE TAKEN OURWO SHIPPDHI AVE) By LEt4GTn IALOtG SLOTS; AIID THE OPIENTATIUI4 OF TME 9; THIS OES1Gt1 IS APPLICABLE TO SHORTER SPA14 TRUSSES OF EPECTIGNI OF TRUSSES. SEE nIB-91 FOP PECC4*4E14DATIIx4S SIZEC J T OITHE PLATE LEf4r+T G C D IG NG CO G'JR GH -COTNFIGURATIOIN A140 LOADING SPECIFIED BY FABRICATOR -ADDITIONAL PLATING FOR HANGING TRUSSES IS PESPONSIBILI7'! OF FABRICATOR. -THIS TRUSS IS DESIGIIED WILY FOR THE LOADS SHOWN. PROVISION FOR THE PPEVENTIOtl OF POINDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICA70P OR CLARY. -ANTICIPATED HORIZGNTAL 14OVENENT UI1DER TOTAL LOAD - .302' 3-5-13 3-6-0 3-3-0 RUN 6-0-3 3-3-0 6-6-0 5-4-8 5-7-8 RUN 1-5-14 #2 02 #2 02 1-5-14 74 PLF Max Height 6-10-3 12 Q 6 2501 3611 361# 3190 a ♦ a a 352# 3x4 3x4 SXS ..\ �\ 396# 123 3411, 410 7 2\ 1971\\. 11B# 1 ♦ 128# 1321 1300 174/ !O6# 2x3 \, 59# Ha ♦ 1712# \ Ili o 1711# 13.5167 Nn v I 1 13.5149% I 7xe axe 5x6 Sze 3x7 3x11 2 12 20 PLF 5-3-e 6-8-6 6-5-0 5-6-0 11-0-0 02 02 02 #2 1-4-0 37-0-0 1-4-0 - Farces(L-P) BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) MIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area 00v-1AT EACH SUPPORT LOCATION. UPLIFT CONNECTION REQUIRED: NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTE 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 1 Maximum deflection occurred at bottom joint 03. Maximum Live Load Deflection of .337" (5/15), Index-.273, (L/1318) Maximum Total Load Deflection of .528' (8/16), Index-.285, (L/841) ) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' HV-13 SPEC T-13 OWG. # ALPINE ENGINEERED PRODUCTS Inc V�2000 2-0-0 LL TC30 2X4 Y2 D9 SP ENG. FOR: TRUE TRUSS INC - SOS (54/5 foot S. Gsw PKWY, BC LUMBER PROJECT: CENTEX 3708 A+•B DATE: 25 Feb 1993 GRAND PRAIRIE. Tx 75051 7.0 OL TC 7 2X4 #2 DS SPI2 OF (214) 660-3940 -PLATS AAEF ._� INC. F6"TC- LL BC 0 WEBS LAYOUT I0: 7 ___ 542 ' OL BC 10 2X4 #3 SP ADDRESS: _SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL. 471/8 FxCFPI 4$ MAY DE NOTED f) LUMBER SMALL BE NF THE SPECIFIED MIUIMUM(WADES, �^ 8) (ONIECtUR PLATES SHALL BE 111STAILEO SfWMEtRICAILI ON 10) ALL IEIISIOI CHORD MEMBERS ASSUIEO 10 BE C(XI111A)0U5L/ IV 14' INDICATES LATERAL WACt"a MEMBER ltX4 MIN.) SPECIES, A110 192 MAXIMJM MOISTURE COINENI. OR SUCH THAT THE J0114T. BRACED Bf EITHER 3/8" IMI10 PLIMOOO SNEATH114, 1/2' 14! INSIALLAIIOI ANG ERECTION OF THE TRUSS, PERMANENT, Alp IS OF "IGHEP ALLOWABLE STRESS'VALUES, ALL VALUES USED e) TOP CHORD SPLICES ARE NOT RECOMMENDED TO OCCUR (Mill: DR'fWALL OR SPACING MEMBERS SPACED 10' O.C. MAX). TEMPORA'/SPACING S"GULG BE DONE IN ACCORDANCE MIT" FOR DESIG14 ARE BASED ON THE LATEST EOITION OF THE 10- DIRECTL'f ABOVE A BOTTOM CHOPO SPLICE. UTA.ESS NOTED OTHERWISE. CURRENT TPI BRACING AND ERECTION PUSLICATIONS. T ITXUL GESIGII STANDARDS PUBLISHED BV THE NATIONAL 71 V-2000 APPROVAL NUMBERS: USC 2342. FMA TCB 2014. SBCC 11) ALL COMPRESSION C"ORO MEMBERS ASSUMED TO BE CONTINWJSLYI51 THIS DESIGN CDIFWAG TO CURRENT TPI DESIGN SPECIFICA- FORE ST PROCAICTS ASSOCIATION. 7251. BOCA FILE 86-125 SPACED of EITHER 3/0' IMIN.) PLYWOOD SHEATHING. 1/2' TIC44S FOR METAL PLATE CC44ECYED WOOD TRUSSES AND 2) THIS DESIGN 15 BASED ON CLARI COUECTOR RATES ONLY B) THIS TRUSS HAS SEED DESIGIIEO FOR THE LOADDIG SHOWN !MITI.) DRYWALL OR BRACING MEMBERS SPACED AT 16' P.c, OUALITf STANDARDS FOR TRUSSES. 3) CONNECTOR PLATES SIZES ARE BASED ON AXIAL FORCES OA.f. 011 THIS ORAMVIG. IIISTALLATIDII ATD USE SHALL CC FCPII (MAX!, UNLESS 140TED OTHERWISE. 161 NO MEMBER OF TIME TRUSS MAY BE CUT OR MODIFIED IN ANV MAY. 4) C31SECTOA PLATE SIZES APE CALLED OUT WIDTH IACRGSS SLOTS; WITH THIS DESIGF4 12) ® INDICATES BEARNp LDCATIOII. 17) SPECIAL HANDLI"0 CARE SHOULD BE TAKEN OWING SNIPPING,#"0 BY LENGTH (ALONG SLGTSi AND THE ORIENTATION OF THE 9i THIS OESIGT4 IS APPLICABLE TO SNORTER SPAN TPUSSES OF EPECTIUN OF TRUSSES SEE HI8-91 FOR PECCAMEIVAT IONS. C 'JT IS It& DIFECTION OF THE PLATE LEflGTm, 1 C D I0 AND C IF G' 01 -CU4FIGURATi011 ANO LOADING SPECIFIED of FABRICATOR -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED 014LY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF POIID114G MUST BE MADE ALIO IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -AIITICIPATED HOPIZO14TAL 14OVE14EIlT UNDER TOTAL LOAD - .301' 3-5-13 2-10-0 2-10-0 RUN 2-9-11 4-8-8 5-8-0 5-8-0 4-4-8 4-7-8 RUN 12 12 12 12 42 12 12 74 PLF f-5-f4 1-5-14 Max Height 5-10-3 12 d 6 2790 3151 4191 3t4/ 2671 A ♦ ♦ a 123x4 3x4 3x4 2781 3221 S a 8 lf5 XCS 2221 tGo1 m 16*A 1781 0 2x3 ��\ N SOB# 1041 113/ 1131 146! 861 ¢1 591 f 1712/ M I' O 17111 13.5)67 7x8 3x8 3x4 5x6 3x8 3x7 1 1 13.5149% 3xii 2 12 20 PLF 5-3-6 4-8-8 5-8-0 5-7-8 5-8-8 9-0-0 12 12 12 12 12 1-4-0 1-4-0 37-0-0 Forces(L-R) BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: •STANUARO BUILDING CODE (SBCCI 1990 WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS ION: ) area UPLIFTLOCATCONNECTIONSREOUIRED: M CI)�AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 1i ABOVE FOR CHORD BRACING REGUIREMENTS. No trusses: i Maximum deflection occurred at bottom joint /4. Maximum Live Load Deflection of .407' (7/15), Index-.33. (L/1091) Maximum Total Load Deflection of .638' (10/16), Index-.345, (L/696) I CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' HV-11 SPEC T-14 DWG. 1 ALPINE ENGINEERED PRODUCTS Inc V�000 2-0-0 LL TC 30 2X4 M2 Os SP ENG. FOR: TRUE TRUSS INC - SOS1:5q-t,5 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRAND PRAIRIE, Tx 75051 7.0 OL TC 7 2X4 12 Ds SP LAYOUT I0: f�OF'7O (214) 650-3940 -PLATE_AAFA:-_- -INC. FOA-STC_ LL BC 0 WEBS 584 '33DL BC 10 2X4 13 SP ADDRESS: SCALE: �MF.MBFR TRUSS PLATE INSTITUTE '33 1DTAl. 41 l-X(FPT AS MAY DE NOTFD 1/8 I! LIJ48EM SHALL BE Of THE SDECIr IEC 141111"J"rzAOT 5. 51 CJltllcl_1(lu "1-,IT:` pr t Ell SI.-F I., Olt I Al,L JE16VAI CI4044C.1ALNeEPS •tl,!,�114 V ID BE E-,`011 IHLOY�,l, 13' :17 INUICS IES LATE-IL TIE11BIP '114 fl]IJ SPECIES iMPI, r'LIW33D 112- 141 ITIS TALCArl:41 AtIO EA(CYN-Tt CF THE IP'JSS. VET;N-�NFtIV , AM A19%MAXIWJM MOIST'.)Pt C311TUIT. DA S�I-H I"-'I II4F. 1�[117 fl-KE0 91 EITHER 3,111' S OF n CO*P 1.1.00ABLE STRESS iALIJES. ALL iALUES IISEO 6- FiP CHC;I0 StIt ICES APE WIT PEC�414E[10175 TO 44111: OPIWALL OP BRAQtfIG kEtTBEPS SPAi:ED IC' o c MA/•, TEMPCPA0, SPACINS SHQJLE7.BE DOME ITT Ar7',PC"IQE WITH FOP DESU-514 APE BASED OH THE LATEST E01110t4 GF THE IIA- GIFECIL, A8(JOE A BOITZ;M CIt()Pl,SFLI�f 'LqkESS NOTED OTHERWISE VJPPE9IT IPI BRACH.11 AHO EPECTICRI P1J8LI--AT1';its. I IONAL rfSISN STAIJOAADS P',IIIIILISHFD B, IIIE IIATIOIIAI 71 4-2630APPAJOAL ll'%AFTEIT% !1P17 214;1, FHA YCEI 2914. SKI: TV ALL C,;I4rT*SSfC4I CW03O 14EI48ERS ASSUMED TO BE T.IS OESIlts CDIWDPMS 11, CUPACtIT IPI OF 5 1G11 SPECIFICA- F"'EST rPOOtICTS ASSO�IATIOH 7151. 804:1 Filf H6 1;15 Ill'Affl) BO EIHIEA 1/"" !4114.1 PI?W:-(;D SKAITIDIC, 112' IVAIS F!iA METAL PLATE C(ANJECTFO WOOD AlK, 21 IHI nF$1 iN IS BASED Oil C.LAITV(!,'VlIt0Inn PI AIE1;Olt 1 4) Hij,; In,l-;g HA�,pj 1 11 lif Sji�tlFn rtp IT,( 0 S I ;04(,Wll MHIA (1194(WALL OR 811AC1116 I4FlWRFP7, SHAfff) AT IG* I f fAiniT, %lAI0A"0_1 F"a 11,fri�rl. A r �111 Ott',(IIIAWHIII 11il;IWAII'll AW TO;[ ',I-At[ 0(4 0"1", TOTTED :IN WIFE I;I(M PE IF,51tr A"r FIA Sri)(AT A1141 IrIIII(AS(VA., fITP lin W 1001 G1 111 TPUSO,MAO BF Q11 GR IAI)Pff[fit III All, MAO A! CO1111ECTOR PLATE SIZES AD[ CALLED OJt WIUTM 1ACO',SS SLOTS! Wit" 1111!;USINJ 121 6a 111(11CAIES OFAIIIIII LGIAIIIN 17! %tIECIAL 14114JI)LI113 CAPE SHOULD BE TAVEII OlMlt*SmItt417 AIM BO LE10'I" 111.011;1 1 I.S110 1"IDF04 �IT�I(111 IF 1HE 1- THIS 11111111 11 APPLICABLE 1. .'All lltsIES OF EPECTIQ4 OF TRJSSES SEE MID-91 FOP PECNVF1IOATIOtIS 5"E C; 'L OIIT I C,CAI ,1�I1 rIGTH W19AL __117, C_,AN_CONUGL!11"T �11, --LOLDL- -COJIFIGORATIOJI Air,LDAVIIJG SPECIFIED Br F A OR I CA TOP, -ADDITIC41AL PLATIIIG FOP HA?,CLIIjG TRUSSES IS PESPOIASIBILIT( OF FkBOICATOP. -THIS TRUSS IS DESIGIJED DILLY FOP THE LOADS SHOWN. PROVISION FOP THE PPEVEUTIOH OF PCNDIIIG MUST BE 14ADE AND IS HOT THE PIESPONSIBILITf OF THE TR'-SS FABRICATOR OR CLAPl. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - .322* 3-5-13 3-4-8 RUN 5-6-3 5-2-2 5-3-14 5-3-14 5-2-2 3-7-8 RUN 74 PLF 1-5-14 #2 02 *2 1-5-14 Max Height 4-10-3 12 0 3961! 3090 394# 389# 3160 12 3TT4 P7 i 230 SO 118 41 ZX3 020 10 1400 \6# 10511, 120# 66# 59# 17121 1712# 13.516711 7xB 3X4 5x7 3x5 3X4 3xe (3.5149% 311" 2 12 20 PLF 6-3-8 7-10-10 5-3-14-- 5-3-14 5-2-2 7-0-0 02 02 #2 42 1-4-0 1-4-0 37-0-0 Force5IL-P) BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED- 700#AT EACH SUPPORT LOCATION. NET WIND PI]ESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND It ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: I Maximum deflection occurred at bottom joint #4. Maximum Live Load Deflection of .494" (0/16). Index-.4, (L/899) Maximum Total Load Deflection of .773' (12/16). Index-.418. (L/574) RECOMMENDED CAMBER: .42" 5—(—q3 p. CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0' HV-9 SPEC T-15 DWG. # ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 30 2X4 02 09 SP ENO. FOR: TRUE TRUSS INC - SOS 1:5,115 1801 S. SSW PKWY. BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRAND PRAIRIE. TX 75051 7.0 OL TC 7 2X4 02 Ds SP LAYOUT I OF (214) 660-3940 -PCAT9-MT9k-U-T9C7_F0n_STC LL BC 0 WEBS 0: 15 Zip 594 OL BC 10 2X4 03 SP ADDRESS: -- A MEMBER TRUSS PLATE INSTITUTE 33.33 SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 II LUt41VEP_HALL et 1lr THE SPECIr1EO M1111.J1A r ROES, 5 51111E,10P PL-ICS S'ILL.L PF 11157LLIED 5.1414EI0I�ALI. U11 13 ALL IEUSIUH CHORD MEMBFAS ASS.n4EC. TO BE CCOOPIUI)tSL 1 131 .g� MDI TES LATEPAL BRRC1tlr MEMBEP !tX4 NIU SPECIES. AVID 19X MAX1.l11 M3ISTUPE CYITEIIT, 3. S'J_H THAT IHE J01H1 8PRCEG 8, EITHER 3;8" MITI' PL•1133D SHEA1H3113, 1/2" JAI HISTALLATICAI AHG EPECTIr41 GF THE TPUSS. PEPMAt F11T, AIC IS OF nIOHEP ALWMABLE STPESS'IALUES, ALL /ALOES USED 6• TCP CnC$40 SPLICES APE 1401 PE_' MIJEIIDEC TO OCC'JP (Mill: DP'•MALL OP BPACI/K•MEMBERS SPACED 10' 0 C (MAX: TEMPCRAPI BPACIIIS SHVJLG BE DOIIE III AC•CC-PGAIICE WITH FOP DESIGN APE BASED Oil THE LATEST EDITION i THE IIA- GIPECIL-I ABOIE A BOTT:M CMUPD SPLI'E. LIIA,ESS il•JTEO OTHEPMISE. CUPPEIIT TPI BPACITIG AUD EPECTIGII P_IBLICATIWS. 1101)AL DES1514 STAIJiAPDS PJBLISMED Be THE IIATIDHAI 71 4-2#00 APPPOJAL It'-44BERS'. U8C 2342. FHA TCB 2014. SBC'- tl' ALL CC'44PRESSIC41 CMC'•PG MEMBERS ASSUMED TO BE CC4ITIIP-ID'JSLIt51 THIS GESIrOl COIFOPMS 7,CUPPEIIT IPI IIESI71 SPECIFICA- FOPEST FAOGIY'TS ASSOCIATIIYI 7251, BO_A FILE 86-125 BRACED Be EITt1FP 3X8' :MIT$.! PLIM.WO SHEATHIIIO. 112` TICAIS F5P METAL PLATE CCIRIECTEG MOOD 1PL5SES MIG 21 THIS DES i C+I IS BASED DII CLAPI CCINIECIIM Pt AIES G11LX PI IHI'i TP_tS5 14AS PEFII OES7WEO I'R TIT LUAOIIIG S-40MI .14111 1 DAIMALL UP BPACIMG MEMPERS SPACED AI 16' 0 C. tPJRLIII St A11DAPO5 FCA IAIJSSES. 31 COINIE CLOP PL ALES SIZES ARE BASED 011 AXIAL.rOACES OIIL4. UII T141S DHAMIIIO. IIISIAI.I A11741 AHI',115F 91AL1. C�4M'1014 "MAXI, U11LF55 IP11EO OIIIEIIIII+E. 161 In ME14KIT DF THE TAUSS MAI BE CLOT GR I✓JGIFIED 111 AHI MAI Al COIJUEr.ICA PLAIT SIZES An CALtEG TTJI MID111 .ACnr,SS SI.n15! WITH IHIS Ot ITNI I: E;, JUp ICAIFS nFAnitln I.OI'.ATINJ 171 SnFrt Al HAFINAt ID CARF SHfPX.D BE IAYEII GURII13 ';1411"0111'1 AHU BI LRIOTn IALOIIG'LOIS I 0110 III DAIEHIA"''Cd "' 9r HHS UISU4I IS APPLIC.AKC III SHOAryt,SI'AU 1A115S1'A nT C UIEC1194 OF TPtKSFS SEE HIB-91 FOP PECOTr4EUDATIOHS O P G lH. IGErITt�l_LJj�0.7�4��1c cD1 L �Pf,1_'Jrl -CGIIFI GLJR4TIGtl Alq LOACrI LIG SPECIFIED Be FABRICATOR -REPETITIVE 14EMBEP STRESSES [JOT USED. -ADDITICOAL PLATIEIS FOP HAIIGLItiG TPU55ES IS PESPOIISIBILITI' OF FABRICATC.R. -THIS TPUSS IS DESIGNED GIILI FOR THE LOADS SHOMIL PROVISION FOP THE PPE'XEt4TIOl4 OF PONDING MUST BE MADE 4140 IS IJOT THE PESPOHSIBILITI OF THE TPUSS FABRICATOP OP CLAP(. -AtITICIPATED HOPIZUITAL 140'IEMEHT LNIDEP TOTAL LOAD - .157' RUN 3-8-14 3-3-2 5-2-2 - 6-3-14 5-3-14 6-2-2 5-0-0 RUN 74 167 135 74 PLF 1-5-14 #2 e2 #2 1-5-14 2x4 2x4 2x4 7-•-0 32- -0 Max Height 3-f0-3 1290 92# 765/ 9431 8540 0440 6830 12 4, Q8 12 248# 6 C;1nt` 4x1 4x4 PX2 1'/ { 174e 7x5 { 1280 2x3 4 6770 3180 2210 2191 3750 470 c f 59# 3179# '^ ' 1 9x7 (3.5145 1 I 5x4 6x7 5x5 N 3x8 (3,5148% 3x11 2 12 20 45 35 20 PLF 6-3-8 5-10-10 6-3-14 6-3-14 6-2-2 5-0-0 7-A-0 32- -O 1-4-0 1-4-0 5140 2200 37-0-0 Forces(L-A) DBUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) MIND SPEE'l: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REOUIRED '�88 7 AT EACH SUPPORT LOCATION. NET MIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: i Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom joint 04. FASTEN TOGETHER MITI: 2 Members Required Maximum Live Load Deflection of .534' (9/16), Index-.433, (L/831) TDP 10d NAILS 12-O.C. Maximum Total Load Deflection of .837" (13/16), Index-.452. (L/530) SOT 10d NAILS 120.C. — RECOMMENDED CAMBER: .45- WEB 10d NAILS 12.D.C. TI FASTEN AT OR NEAR ALL PANEL POINTS. I Re U 5-1- 4 3 HM C W( o b) DO NOT NAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37 Or HV-7 SPEC T-16 OMS. #� ALPINE ENGINEERED PRODUCTS Inc V_�000 2-0-0 LL TC 30 2X6 #I D9 SP ENG. FOR: TRUE TRUSS INC - SDS 1801 S. GSW PKWY, SC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRANO PRAIRIE. TX 75051 7.0 DL TC 7 2X6 11 Os SP I(_OFZO (214) 660-3940 L L LL SC 0 WEBS LAYOUT I0: 1I�P CC �/ 750 33.33 OL BC 10 2X4 03 SP ADDRESS: SCALE: 'v MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 -1' I N+Air -I III .rl 1A 1.1 :!'(I 11111 MIP IM_M+ I/Tri', '1'II'ilr1l lI til ":r1 I.1 11'1/1114 r14+111'I"-'1 'rll 1'r; RI 1�4.1'Al rT x1IX•Ini lWlrl lt• •••,WWII 111111 1•%1111%4111. llr / II IIf1 All - IR111A I. /.llx I4 MI ' '1 t I'IH •14.i:1 E•i AIN+ I'Ik HR 114MJM uJi: 7 f. LUMBER SMALL BE OF TWE SPfC11IEC FUUIH�91 r-P ADF S, S !:IHJECIUP PLATE'; ';Ll I* IIISIALI LD f"I t, _t t 1F111,IDU 1UU.I,4EI4K.5 V;5"W(I In PE r0UT1I"J(K15L• 131 ItIOI:AIE';LATERAL BOLCIU6 MEMPEP 'Iil 14111 SPE CIES MAD 192 NAIIWJM"OISI'-)PE LOUIVIT 0- 1-11 114E J31111 LFAEEI!I,, EITMEP 3/A" -MIU1 PLIM300 SH*AIHIU3. 112' t41 IIISTALLATIOU HUD EPECTIDU Y THE IP9SS. FER4-'HEMI. AUGI S OF .1:;HEP ALLOWABLE STPESS /ALLIES. ALL 1ALUES USED 6 TrP CCPO SPLICES ARE U61 PUL-514HEUDEC- TO 114114- EIRIWALL 3P BPACIUr MEMSEPS SPACED 10' 0 C (MA,IIEMPOPA I SPACItIS SHC�Xr,BE DOME III ACCCPrLfr-E WITH AP S r If r FOR DESI�14 E BASED A ED(III THE LATEST EDIIICKI OF TME IIA- IPECTLI ASO.IE A BOTT��M •-tIUA0 SPLICE nH_E'-SS TIDIED CTMEP ISE _UPPEUT TPI SPACIOGS At ERE-TICRI PUBLICATIONS. CM I TIOIIAL OFSIGfI STAIJOARDS PUBLISHED BI THE tIATIDUAL 7s 1-2�10 APPPO.-AL 111IMSEPS �-R� 2347 FHA TCB 29tA. 58CC ALL C PR,SS[41 CHC%4EI48EFIS ASSUMED TO BE THIS DESIGN CCNWDPWS Ti CUPTIVIT TPI OESISM SPECI F ICA- FOREST PRODUCTS ASSOCIATION 7251. 8 KA 11LR6-125 ePACFG 13,11 t HFA lie" "IMA PLY1430D SMEATHIt15 1/2' 1011S FGR METAL PLATE CCIIIECTEO WOOD TRUSSES AMO 21 THIS DESIC41 IS BASED Of' _LA:;CO'HIE C TDR,PLATES Of-L, M,5 IFF BEEN DESIGNED FOP THE L�ADIIIG S"UWM M111 I O-INALL JP BPACPIG MEMBERS SPACED AT 16* 0 C. DU4LITf STAIIDAPDS F30 TPUSSE S A '14AII. TUI UOIED OTMEDIIISE. IEJ a RE SM 011 A/[ L FOnC S OIILV. 1311 THIS DPAHIUr. 11157ALLATIOU AUGUSE SMALL _r,41FPPM f4 OF THE TPUSS We CUT 00 14001FIED IN AFF, "A,, 3! CRUIECTOR PLATES SIZE Ila ME 4BEA COIR T I SIZES ARE -AT1511 17! SPECIAL HANE)LI113 CAPE SHOULDEBE TAXEII OUPIU3 S410PIP1,7 AUD BI IEC P PLATE CALLED OUT WIDTH UCQOSS SLOTS! WITH THIS I S OF S SIC�1 12 INDICATES BEAPIltO LO, LEt#GT H I Loll:t2I.SieLAIII) IMEDOPIE�IEIT�L�VIIEI LCF I"E., 7M S DE S I C.H I APPLICABLE TO SHOPTER SPAR TR�)SSES OF EPECTICA4 OF TPUSSES SEE MIB-91 I B_91 FOR PECOMMEUDATIOUS CAI ICENTICAL LOtDING AUGCOW G�11 S17E If _tU5N. -CCI)FIGURATrOT I AIIB LOADIfIG SPECIFIED Be FABRICATOR -REPETITIVE pE PE I ITIVE 14EMSEP STRESSES IIOT USED. -ADDITIOIIAL PLATING FOR HANDLING TRUSSES IS PESPONSIBILITf OF FABRICATOR. -THIS TRUSS IS OESIGIIED (3111f FOR THE LOADS SHONtI. PROVISION FOP THE PPE',1EIJTIOIJ OF PGIIDIIIG MUST BE MADE MID IS NOT THE PESPOIISIBILIT( OF THE TRUSS FARpIrAlOP OR CLAPf, RUN 4-7-9 4-4-8 1 3-0-0 4 4-4-8 4-7-9 ALIN 1-5-14 1-5-14 74 PLF Max Height 4-10-3 12 273# 2730 12 32222#1 3220 ISO# 860 1190 1191 86# 11 + 9600 9600 (3.5)38X 13.513n 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-IL-R) BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEE-): Ito MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: (a30 AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES to AND It ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: I Maximum deflection occurred at bottom joint *2. Maximum Live Load Deflection of .069" (1/16), Index-.098, (L/3652) Maximum Total Load Deflection of .108' (2/16). Index-.103, (L/2333) D UL) 5-1-q3 1+Q C% CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 2110 H-9 T-18 DWG. ALPINE ENGINEERED PRODUCTS Inc V__?ooO 2-0-0 LL TC 30 2X4 02 N SP ENG. FOR: TRUE TRUSS INC - SDS 1801 S. GSW PKWY. 7.0 BC LUMBER PROJECT: CENTEX 3708 A+B DATE: 25 Feb 1993 GRAND PRAIRIE. TX 75051 OL TC 7 2X4 #2 N SP LAYOUT TO: IfOFZo (214) 650-3940 PLATE AREA: VINC-7FOR-ST-L- LL BC 0 WEBS MEMBER TRUSS PLATE INSTITUTE 244 33.33 OL BC 10 2X4 03 SP ADDRESS: SCALE: TOTAL-47 EXCEPT AS MAY BE N-OTED 3/16 n/w, 1' LUMBER q•ALL BE 1`iE THE SPECIFIED i`IHIMJM r RUES, h OOF_I UP Pt.A IES"It 1. PL IIIS1.t-LLD S1RIaF1H1_ALI1 UH 10; ALL IFI151'JH nNOC•MEMBERS ASS'.IMED ID BE CDHTIIAIO'.4SL1 131 � IHD1_ATES LATERAL eQLCItl5 14EMSEP ''1/A MIH. SPECIES. AIA 1911 MA/IMJM M]ISI'JPE LYITEIIT, 3R SJ-H THAI INE .131HT PnACEG It,EITHER 3/8' X41111 01114300 SHEATHI143, 1/2* 141 DISTALLAT13H AHIO ERECTI_•H OF THE TCJSS. FE�HAIIEHI, AHL, IS GF HIGHER ALLOWABLE Si RESS !ALLIES, ALL /ALLIES USED H: TGP CHCPG SPLICES ANE HfIT P[.:NIEHOED TO f�^-L"JP fHIH; DRWALL OP BPAPIIIG MEMBERS SPACED 10' 0 C !MAY:. TFMPCPAPA SPACIOS SHGAG BE DDtE 114 FCCC.PGAO,-E WITH FT+DES!GI+ ARE B0.5E0 q+ THE LATEST EDITION DF THE IMA- GIPE'_'IL• AS"VE A BOTTOM '.WOAD SPLI'_E. '.h tt.E SS H07E0:•1 ME PNI SF -UPPEOIT TPI BRACIIIG AIA EPECTIJI 1-,ISLICATIGIS. TIOMAL C4:SI:4+STAMC•ARDS P'.IBLISHFD BI THE OA110IIAL I I-2C0C AMRO.AL II'.INREHS- ','DC ?342. FHA I:;B 2014, SHC'- 111 ALL CC-MPPESSIt-D GHL'•0 MEMBERS ASSUMED TO BE CDHTIIPJO'JST.1f51 THIS GESI',H CDIIFDPMS TG CURRE fit TPI DESIGN S+'ECIFI'_A- FOREST FROUDCTS ASSOC'IATIO11 115. BO::A i TLE BL-125 BRACLG B+EITHER 3/9" .10.; CL AN•i0 SHE ATH IIID. 1/2' 11;:115 FOP METAL RALE CGIXN:-TEG #OGD TRUSSES AIIG 2! THIS DESIC44 IS BASED 0H;,LAR, CGIXIECTDR PLATES SOL, &I THIS TRUSS HAS BEEN DESIGNED LIMA INE U ADIHG SHUND :14111.) DR+MALL OR BOACIHG MEMBERS SPACED AT 16' G.C. DIJALIT/ST 4DDARDS FOR TPUSSES. 3! CgnIECTGR PLATES SUES APE BASED Oil AY1RL FORCES 014L V. OU THT5 DRAWIIA. IIISIALIATIDH AHG USE SHALL LCIIFOnM 1MAP. OHLESS IATED OTHEPWISE. 1 61 HO 14EMBEA OF THE TRUSS NAI BE LU7 :A IMJGIFIED III AHI MAI. 4! Cq Nx;CTGP PLATE 572E5 ARE CALLED Y_IT W(GTN iACR355 SL OTSi XI 1N IN IS DE 511_.11 f2; Lq7 IIID I:A IES BE AR IIIv LD•�A 7I!:H 17! SPECIAL HANDL]113 CARE SHOIAO BE TAYEII G!W+TO SHI w[tIv ADD a4 LENGTH IALOUS SLOTS' AIA THE OPIEHIATIgI DF THE 9� THIS OESIf-H IS APPLICABLE TO SHORTER 5PAH TP'JSSES OF GJ EPE-- GO OF TA SEE n[8-91 FOR RECGM11Et10Ai1CIt5 �IZEC OUT Tn( DL R CT GH OF THE PLALfrIG Tn. JCEIiTI .�l�PDIl1O-.f.•r!G_I_OIIFI .T ICa4. -Clt IF I G(-PAT T CII AIID L04DIlIG SPECIFIED B/ FABPICATOP ' -ADDI T IOIIAL PLATIIIS FOR ElAIIDLINv TRUSSES IS PESPDNSIBILITF OF FABPICATOP, RUN 5-6-4 4-11-12 4-11-12 5-6-4 RAJ 1-5-14 1-5-14 74 PLF Max Height 5-7-3 I 12 rjX 5 D 6 368# y 12 3700 \� 3780 6 y \ y �+ X''� \ 0 ''.\ ry+ 193# \.� 193# 1+f y y 660 138# 1380 66# T r •`� \ 96041, 9500 \ (3.5138% 13.5138% �I I� 5x6 3x4 3x4 3x4 20 PLF 7-0-0 7-0-1 7-0-0 1-4-0 1-4-0 Forces IL-P) 21-0-0 BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) MIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT, TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 630 it AT EACH SUPPORT LOCATION. NET MIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES 10 AND 11 ABOVE FOR CHORD BRACING REQUIREMENTS. No trusses: 8 Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .069' (1/16), Index-.099, (L/3652) Maximum Total Load Deflection of .109' (2/16), Index-.104, (L/2312) t> 1-93 JtC, (W IND CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING IPSF) TC LUMBER TRUSS: 21'0' COMMON T-19 OWG. 0 ALPINE ENGINEERED PRODUCTS IncV 2000 2-0-0 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SDS t 1801 S. GSM PKWY. LL TC 30 GRAND PRAIRIE, TX 75051 7.0 DL TC 7 BC LUMBER PROTECT: CENTEX 3708 A+8 DATE: 25 Feb 1993 2X4 #2 N SP OF Z Au (214) 860-3940 PLATE Fx�AR - - INC: LAYOUT TO: Ig "FOR 5TL LL BC 0 WEBS too OL BC 10 2X4 03 SP ADDRESS: SCALE: tJ MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 I' a 111DIZATES LATERAL BRtCirp�MEMBER r11A MID.: I: L4A+BER 51aL1 BE OF fHE 51'ELIi IEC.MlllI MJM C�AOES, 5 .;il nlE�TCW Pt.t TES cH aL 1. UE ID-IAL LEU S11-CI-1'4L'.: DD 7•] ALL TE 11510711 CHOPG NEMBEPS A55'JMEG TD BE THAI 1AJ1/2- 131 - SRECIES, ADD 191 MAIIM'J1A M3ISI'PE CD11TEUT, 0.S'.p_H THAT THE J31111 P,P ACED B,EITHER 3/B' MITI! RL INODD SHE ATH!7163, 1/2" 141 (tISTALLAlIG11 AIC ERE01IC+1;,F THE TGJ55, RERMat IE II T, AD[: IS OF HIGHEP ALLOWABLE STPESS IALUES, ALL /ALOES USED 6; TOP CHCPG SPLICES ARE HOT PEC-54LIE11DEG TO C_^_m IMM; DP'.WALL 0P SPACIIIC MEMBEPS SPACED f0' 0 c. IMA/I. TEMPCPAPI BPACIDS SHUJLD BE ODIIE IH ACC,.PGAIICE WITH FOP DESI011 APE BASED 011 I E LATEST EOITI011 OF THE UA- OIPECTL'I ABO'IE A BOTTOM CHDRU SPLICE. Ix MILES 110YED OTHERWISE. CUPPEIIT TPI BRACIM AM EPECTIGH P'JBLICATIOUS. TIDUAL DES Gil ST AtIOAPOS PJBLISIED e+ THE IIATIDNAL 71 Y-2G00 APPPD'f AL 11'JMBEPS: 'JBC 2342, FMA TCB 2014, SBCC 11! ALL CINMPESSIO41 Cr1GPO AEMBEP ASSUMED TO BE CE41711fJO'JSL 1151 THIS GESI GII COIF OPMS 701 C'PREHi TPI DE51511 SPECIFICA- FOPEST PRODUCTS ASSOCIATION 7251. BOLA FILE 86-125 BRAEFr BI EITHEP 3/8" M11, PL IWOGD SHEATHIIIG. 1/2" 110115 FLP METAL PLATE C:AWIECTEG WOOD TRUSSES ANG 2T THIS DESIGN IS BASED 011 CLARI COIWIECIDP PLATES GDLI BI TH15 TR•JS5 HAS BEEN OESICAIED FCA THE LGADIIIG SHOWN :MITI.) OP(WALL OP SPACItIG MEMBERS SPACED AT 16' 0 C. OUALITI STAtIOAPOS FOP TRUSSES. 3! CO4ECTCA PLATES SIZES FRE BASED 014 A➢IAL FORCES OIL,. OII THIS DPAWIIIG. II ISTALLATIvU Atq USE SHALL CONFORM MAY!, DALES$DOTED OTHEPW ISE. 16! ILO MEMBER OF 1HE 7AUJ55 HAI BE CUT DP IAOCIFIED III A11I WA•, A! Cal EC CA PLATE SIZES APE CALLED OUT WIDTH IACPOSS SLOTS! MI TH THIS DESINI 121 ® IIIDICATES BEARINO LOCATICtI17! SPECIAL HAIx1LIIIO CAPE SHDULD BE TAV,11 G_W+I11.5 SHIPPIM A110 BI LENGTH IALOIIG SLOTS' AILD THE DPIEHTATION OF THE 91 11715 DESIST' IS APPLICABLE TO SIOPTEP SPAR MISSES OF EPECT I ON OF TRUSSES SEE HIB-91 FOR PECC•I41EI47AT IMIS SIZE CALL DUT IS THE DZKCTIOVI V THE PLATEIIGTH GEtITICAL LOAD IG ACID COtFIG'.JPATIOtI. -C(,IIFIGLWIATIGII ACID LOAGIIIG SPECIFIED Be FABRICATOR 1 -PEPETITIYE 14EMBEP STRESSES MOT USED. -ADDITIONAL PLATING FOR HAIIGLING TPUSSES IS PESPOIISIBILITY OF FABPICATOP. RUN 'r 4-2-0 4-2-0 - RUN f-5-f4 1-5-14 74 PLF Max Height 2-5-3 12 12 2851 8 07 8 2480 1390 A I n tv 210 570 240 6320 1960 1i I I� 13,5125% (3.517% 3x 4 3x4 20 PLF 2-1-12 3-6-8 2-7-12 1-4-0 + 0-4-0 1-4-0 Fnrcen R.-PJ BUILDING TYPE: ENCLOSED RESIDENTIAL CODE: STANDARD BUILDING CODE (SBCCI 1991) WIND SPEED: 110 MPH MEAN ROOF HEIGHT: 13 FT. TRUSS LOCATION: (Se) area ff UPLIFT CONNECTION REQUIRED 40Q AT EACH SUPPORT LOCATION. NET WIND PRESSURES BASED ON DEAD LOAD SHOWN BELOW. SEE NOTES l0 AND 11 ABOVE FOR CHORD BRACING REGUIREMENTS. No trusses: 2 Maximum deflection occurred at bottom joint /3. Maximum Live Load Deflection of 0" (0/16), Index-.01. (L/37125) Maximum Total Load Deflection of 0" (0/16). Index-.01, (L/0) D ReV -q3 .Uci C w)ND) CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 8'4" COMMON T-20 DWG. 0 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SOS MJS 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3708 8 DATE: 25 Feb 1993 GRAND PRAIRIE. TX 75051 7.0 DL TC 7 2X4 #2 N SP LAYOUT I0: /1pF (214) 660-3940 TR( P-. T L LL 8C 0 WEBS V 128 33.33 OL BC f0 2X4 •3 SP ADDRESS: SCALE: Q MEMBER TRUSS PLATE INSTITUTE TOTAL 473/8 EXCEPT AS MAY BE NOTED CITY OF Belt Office of Buildi g Official goq 9 REQUEST FO INSPECTION Cate Permit No. _�._�� Time A.M. Received _ _ P.M. Job Address Locality Owner's Ce N—rContractor _ C /,I)TE Name _ UILDIP— I-G CONCRETE ELECTRICAL PLUMBIC ECt ANICAA Framing Footing - Rough Wiring i_; Rough Air Cond. & Re Roofing Slab _ Temp Pole Top Out Heating Insuiation Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION LPM Mon. ues. Wed. Thurs. Friday f A.M. Inspection Made F �. Certificate of Occupancy CITY OF l*&Oxic Fend - 96Uu & 800 SEMINOLE ROAD -- ------ ----- - ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 All 4tf�.� FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: Cp - `t �Z- 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 Sincerely, Building Department *` 19 �4 a cin OF W I c F�ORiDA ATLA ADDRESS :1�4 C civ 1 74 jhis gecome34 01 R�4 ' 421 tREM`�RRR Numbered ee� V,/hen `�9 nedi Dated and RcC MAKE c"�KAT`p�,1T�C BE al OF �vov�• ye 1Yl�t the Southern Standard Of��•�� 103.8 f lance with the is of Section as in come ursuant to the requiremen structure w tate issued P e time of issu ant e thisor use. For the foil°win$• This Certi that at the t uction 1`0 W) e certifying building cons Permit No >�,ch Building Cod ces regal"ting r g�d9'+ i c t RI �I= ' va u ordinances :bQ`'' sk�- �� t� 0111 r s o 'a t 3:;' ptstrlct ,U a. S-1s f Ptre c Ax e ac use Classification eonstruct�on '•� Type Group ��.. " �ocaCdy r C Owner of Buitdin9 151, rn9 p,d dress p Date Buu+►d QH r al ,N A WgSPtot)oDS PtAct �gut\drn9 Post - - -- i'C6;-,Ll:uCi 006 P03 MAP SHOWING BOUNDARY SURVEY OF LOT BLOCK ''" AS SHOWN ON MAP OF AS RECORDED IN PLAT BOUK PAGES d OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA, FOR; 4b02MAX__ /Es CGIErt.1[ATib�! NOTE. BEA INGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. 1wWs140l6 49AV A " H a. SIC 04 K M 0 �` ` ' k 1 i6r } w I► yr t3.7 M •0 V h f^ toN�/iTesvo 4 r ,•�'NCliTi �� fA �r �+ 2 O R7 i'Av�oo ,elutes d 79 a Al. 0"WoOfAl f'st.p� dF c5o�,�,ut�Nr las� ,f`6rtK�//7� Turaw.yW�� d .fir> w`� CITY OF t7 4-` Office of Building Official i REQUEST FOR INSPECTION Date "� _ ` Permit No. Time Received M. Job Address Locality Owner's `. Name — Contractor BUILDING CONCRETE '":LECTRIC` L PLUMBING MECHANICAL Framing Footing Rough Wiring L Rough ❑ Air Cond. & Re Roofing Slab Temp'Pole L Top Out ❑ Heating Insulation _ Lintel E Final ewer ❑ Fire Place _ Pre Fab READY�: CTION A.M. Mon. Tues. Wed. Thurs. Friday C1 A.M. Inspection Made r7 _ P.M. :nspactor ` FinalI spectio C Certificate of Occupancy Date Oit`i OF Beaz,4- Office of Building Official REQUEST FOR INSPECTION Date /+�` �_ Permit No. Time n A.M. Received RM. � J a Address Locality Owners Name Contractor _� BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 7 Footing = Rough Miring Rough Air Cond. & Re o in Siab _ Tem;Pole Top Out Heating Von />4 Lintel Final _ Sevier Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues Wed. r urs. , Friday PM- t A. 9. Inspection Made `,�"'� � � "` � ,. Fnai inspection inspector C. Certificate of Occupancy Gats _.___ TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address E E%lom &x=exxxzaxgixl g*=gpixmxcafxxlski&xVemzd)tm. Please update your records accordingly. Than u, __BUI DING CLERK CITY OF ATLANTIC BEACH /vcb -'ATE . Fk--�EkVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY i.43 WEST DUVAL STREET JACKLONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE z�AT1St=ACTORY : ------------- ------------------------------------------------- -------------------------------------------------- -------------------------------------------- -------------------------------------------------- I I Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc : FILE CITY OF 4144241& ARM44 Office of Building Official / REQUEST FOR INSPECTION cc�� he , Date ___ Permit No. % � X;�-- Time « A.M. Received .�'� � P.M. Jo"j�dress -- _ Locality Owner's C?i "s 'rt'.� r Name _________Contractor ___ ___ CONCRETE ELECTRICALARough BIN NIECHAMCAL Framing ` Footing Rou h Winn y 101 Re Roofing C \ Slab C� Temp o e ❑ Top Out �,��„ He /\ Insulation D Lintel D Final D Sewer ;71 Fire Place D Pre Fab READY FOR INSPECTION ,-^� A.M. Mon, Tues. Wed. AMP Friday_ __P.M. Inspection Made _ _ y�" — M• Final Inspection D ! Certificate of Occupancy D, Date C © ®� � � . » . t � m \ . . � % 2\� � � t \% t� . > . � �. � �� ~ � � 6 . � . � 9�C . � \ s . .� . � Z « % � � � � f g &�\ / �ƒ � � � 5 � �»� « � � 9 $ g2C & . � \ � . . r . % U ~ » / ° a . � � ƒ ƒ k\ to � . \ � o � 6 5 «>- � $ � e% \ � � � � ° f ��. k . � � � � � �� d � o � _/ Q � § . . .. f � �° r � � k % \ : � � � • a �% � � § � � � . . � ©�� . \ % - . � � - � 3 � /% � o \ƒ\ } - � �\ � \%6 . . e /\ \ G » ds»� / loves oadsuS 't— aR�Vv uoa k0l Sns i �oUndnoo0oo adsuS Seu d,w ReM Sa�u 6u 16 boo s�ngi ��Sp\\t10� 6u good V aweN 1400. �ewa J �� s iauMo �upSad � aSod gob 3�3�a r-` aaMaS n �uSaSM U C Wd Ind doi \�l�a,\3 ssaa? Wd eVdaad �. 6n'\d ��ea�uo� �� pa�`aa,y ao pUo�ai d c�N\6W(\ 101j ',ale0 oN�SW)ad \ej.000t/ id ;.1�� CITY OF ATLANTIC BEACH, FLORIDA a App.owaby APPLICATION FOR ELECTRICAL -PERMIT 1 TO THE CHIEF ELECTRICAL INSPECTOR: DATE:,., 19�„ a IMPORTANT NOTICE: IN CONtIDERATION 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 ACCORDAKE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. .i Mir ELECTRICAL FIRM: G MASTE E E CI N JOURNCYMA ADDRESS: �� (� S'f.4�ei RFD BOX BLDG.SIZE BETWEEN: RES. APT.I ) COMM.{ ) PUBLIC,( ) INDUS.1 1 NEW OLD( 1 REW.( ) ADDITION( 1 TRAILER( 1 TEMP.1 1 SIGNS I ) SO.FT. SERVICE: NEW INCREASE( ) REPAIR fFEE CONDUCTOR SIZE 00 C;/o AMPS COPPER f ALUM. MMTCtl OR BREAK R AMPS PH W O Y EXIST.SERV.SIZE AMPS PHI. W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0•30 AMPS. 31-100 AMPS. SWITCHES INCANDESCENT _ FLUORESCENT&M.V. FIXED 0.100 AMPS. OVtR APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PNS NO. 111,P. VOLTAGEi PNS Y P8RIW4 1 t 06PARTMENT Of'BUIWIM CITY OF ATLANTIC BEACH ;._;. P$ OMIT INFORMATION -_-___ .._��.��... L+UCATIt#N IN1�`ORMATION -----_-_-- P rrn t u r: 8246 Address: 1516 LINRSIDE DRIVE Permit. ;Type,,* MECHANICAL ATLANTIC BEACH, FLORIDA 32233 , Class of Wort: NEW, 16E6AL DESCRIPTION ---- Cons tY", �". '« WOOD FRAME Lot« 81.ock« Section: j PraPasad t1 e: SINGLZ, FAMXLY Township: FtNa; } 4 Dw _ingr : I Code. 0 Subdivisi`u,: �LLVA. LII+tE8II7E Improv, Cost: $D,00 Total' Fees:' $47 .630 I3�t /26/.94 WaI`k< De ;TRAL BRAT AND AIR IN NSINOLE FAMILY RESIDENCE �TION r �;.�_ APPLICAT 1ON' FEES PE iT "$$4 .fl0 Add DRIVE WATER IMPACT FEE $0.00 IMPACT, PEI 0 .00 i 2 . a Sov i .. -�.. Ft3 TItit RA ON CAB 5% $0.00 Y Ne11�« r. I �/y{yMy'T 6 My.IR�A � CAPITAL �y��y�{(T PROVE $09+i/��;() 0 U I EAM ROA' iY.'�i�,«._Tf#�� - .$0"1011 {. , CCm �LL r_,"..FV 121 7 NYI7FtAULIC SHARE $0.065 + : C)OA1 TFP� 0 CRC?SI CONNECTION $4.06) . SEC.H I14 'AC ' `E � : o C651 ST. S>7RCIIARO E 150 �} 9 V � Nt�TES z i Nt4TICE- AiLLC©N04E`TE FOAJ $'AND FOOTINOS MUST�09INSR1 CT9D BEFORE PQURING PERMIT= BUILDING AND ZONING INSPECTION DI"V"ISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 72233 (� @ APPLICATION FOR IvIECHANI'C�AL. PER 11 CALL-IN NUMBER- IMPORTANT — Applicant 4o can,; late 6i! items in sudinns 1, 11, III, and IV, I' 16 LOCATION l,1raat Address: ] LINKS D .5 �.E MTV}'.�__�_._....._____ OF Infanectinq Stneh: fLlwaell SEMINOLE ROAD And ATLANTIC BLVD _ BUILDING Sub-ctiv;s;on SENA T,TNKSIDE 11. IDENTIFICATION -- To be completed by all applicants In consideration of permit given for doing the work as described in the abcvo statement we heieby agree +o pa•tc" said .0-iie::: oe-a with the ettechpd plans and specifications which aro a port hereof ond in sccordonce wili+ the City of Jacicon;Xa ord;namces a^':; vd.:e•7s of good practice listed therein. Name of mechanical Cuntrar9on CACA12623 GaNacla 1►rintl MANDARIN HEATING AND AIR tvt.s►ar Nem' of CENTEX HOMES hoperh/ O.nar Syeahue ad Owner Signature of w Authoriprj Agent Architect or Engineer 111. GENHtA►L INFORMATION A. Typo of boating fuel: t)TritN CONSTRUCTION i-c j.i;,,.UC'.t. ON Efactric "i$ WjILOlnC ON S1 TE ❑ Gas--0 L► 0 Netvrel 11 C:mr,.l Uf:liiy sr' YtS, GIVE= iWbidl[R Of CUNSTku--'TlOii O of Y i� :I"rA1T 80 O OfMr — Specify IV. WICHMICAL EOUIPbtifiO TO 1E INSTAL!" NATURE OF WORK IPmirwe eompbto lint of eompwweh on bed of this form) (7f fle3idenlial or C J Commercial (a Heat O Space ❑ Reeessad C" Central 0 Fkot 54 Nr,w Building (j Air Coedrf;*n;nq: ❑ Room L, Confra) 1J Existing Building tvDvd &P4.. wwwD T TRnART) CJ Rt placomeint of existing sysitim tdasimsm capacity 1200 c.f,m, k Now inetaflatlon(No system previously instsited) 0 Refrigeration IJ Extension at add-on to txisitnu sysium (� Other — Specify C] Coof;aq tow..: Gpaciy q.p.rn. Q F;w epr;nhlan: Number of Mads-.__ . — Q Efevelor O Manl;N ❑ Ewiafor Inuwsberj THIS SPACS FOR OFFICS IJ14 ONLY Q Gaaotiae purr;a (number) Q T*A. (number) Q LPG c"41,644% -- _.__ _Inver.' •rl O Llefired ism"vro ver+wt O ieiere ' vib+r141 Approiisd by Q Qtkw — Specify P rm:f FrdL UST ALL EQUIPMENT AM CONDITIONM AND REFRIGERATION EQUIPMEI-ft 1V11>IntHr VnlUs Macriptlon U I I•ttuliL:,;a Ca" ::ty � plvvttt� r COND 10.10 )s4R•38d4 8131 DEPARYM�NT`CI*BUiLD1N� CITY O ATLANTIC EI ACH PIt�llINCt1AT 'LOCATION INFORMATION --- -.,-rte- : . 1, LINKSIDE DRIVE."pt ,Nushber8I ,3 ,,ezrr. I rnat Type PLUMBING ;ATLANTIC BEACH, FLORIDA 3,2233 Cg,, 0f Nara: NSW LEGAL DESCRIPTION ---------- 7 ont r. TypeWOODFR A IE Lot ; ' Block: Section: rop' eesd. v SINGLE 'A#�IL ' ip: RNG: 0 I w l`,Ii 9 Code: 0 ubdiv�. i_an: ELVR" LI IiSI] L : F ti ted '-VIue ".oO P"ov, Cost: Iau Det" _ Q ; J V Work` z Q O () =� o c U m ., .Cu W ..n.«w..... m � U ` ` m 0.00 q w ❑U LL a 00 { ph. w 9 t U p /� O U O. d . Y 4 LL U p Ca aMe uj .00 0 IL JACKS LLI " cm N ❑❑❑ �-°� $0.00 L.i.Cen 01 }o a Z a a !10 .sE�t? g O0 a i .{ ; F V m i U 3 0 J o ELL WO } V � W o Q W W ❑❑❑ ¢ ; Lu j Ix - o�� m _m _ O = �. ❑OC NOTICE-ALL GOF � � )URIN,ai i c� � Z m g i m E c E y a _ O Cu ca aZ C7 LL¢ IICC)fNG MATERIAL,RUBB�,T�...__._______ SPACE,AND MUST BE CLE;4'RED UP AND HAULED AWAY BY ElTH "FAiLuR' E TCS COMPLY WITH THE ,M %UWdUTMS.NLlI LAW CAN RE$ULT IN THEPROPERTY OWNER t�AYINGi TWICE I`�QRIII ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF T,H,IS PERMIT AND SUBJECT TO REVOCATION FOR VtCyLATtf3N OF APPLICABLE PROVISIONS OF LAW. 4 '..AT"k.ANTIC BEACH BUILDING DEPARTMENT 000000000 000040AtF 060'So 14 By " y CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION. OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR DON HARRIS PLUMBING CO. AND ADDRESS: r. U. SUN 14008 JACKSONVILLE, FL. _322.10 (904) 772-0900 TELEPHONE NUMBER: STATE LICENSE NO: 9194 TYPE OF BUILDING: TYPE OF WORK: / HOW MANY or THE FOLLOWING FIXTU78 INSTALLED SINKS SHOWERS LAVATORY / WATER HEATERS Z--BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHE>l� TOTAL FIXTURE COUNT: .12 x $3.50 + $15.00 x $ ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION%OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 4049 t ;€; -,Id� r1 "I �,` T- MINT ammampo & "10 10 E ! NO fv .»....- PERMIT INTO IATION _....»._ -------- LOCATION INFORMATION ___..��.... nP. raa# t Number: 9049 Address: 516 E DRIVE, LINKSIDRIVE «rm t pBL I i 2 3ATLAN IC BEACH, FLORIDA 322-33 � ass dt Work: NW� LEGAL DESCRIPTION :Cons tr. ;Type: WOOD FRAME Lot: ' 153 ` SlOck Section: Propoad Use: SINGLEFAMILY TownshipFtNC« O - Dwallings: Code: Q subdivision: SELVA LINKSIDE �k2 * Rstii ted Val*: $96393A0 In 1 v. Cast . to.00 < < $2828'.48 Amok 528288 ; ION .. .4_ .."_ APDL I CAT I Ott FEES - } Ns TATE 1ERMIT $687.00 Addr s: INT DRIVE sop"TH WAT IMPACT EE 30.04 RZ L FL 32216.E �� a,, PA T 0AS -H.R.S. $-7,.83 ..,,� R "ORM�ATI1 - RAt�Ot 6� $0. 41 + : N L TAE CAPhTAL.`._IMP,'ROVE 53.25 A .. `bSp21.. OUT IORIVE BAER TAP $ t) 00 ' JACKS LE, FL 32,216 li DRAUL:IC SHARE $td.OQ '7 e. a # C�.ROSS CONNECTION ' 00 Tyges« 54 .:°.� Sea.H IM '-M. PAC.4 �`zE ., RORA NOTICE—ALL CONCRET f4RMS AND FOOTINGS NV JSt BE INSPIEdCT9D TONE POURINQ PERMIT UOfQ SIX MONTHS AFTER TE GJF ISSUE SUILIOING.MATERlAL, RUBBISH AND DEBRIS FROM THIS WORK MUST.N TBE PLACED IN PUBLIC SPACE AND MUST BE � OLEARED UP AND HAULED AWAY BY6 EITHER CONTRACTOR 0Qk�NjR 4 I i FA :LUE TO COMPLY WITH' THE MCHCS .it LAW CANRUi' tN W :EJ !Rt7PERTY t"�WNER PAY NC TWICE FC1R BUiLp1IVC'1MPR"©YEENTS." f ISSUED ACCORDING TO APPROVED PLANS1MWICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. aaC �# z: t ATLAN'i A#T �ij�Jl 01 � Cfal f", I 167E 7 I CI AT�IIC an= P MtIT CATION !M IXT �� ,� 2. :. Address Date •� Heated Square Footage A V-7- 4 5..: ,a,per sq ft a $ Garage/Shedg�S S l per sq ft = $ Carport/Porch �� ` per sq ft a $ Deck _ C�,_,_,.S E_...,�.... Per sq ft a E Patio _...8 ,,._� s.--40t) per sq ft = TOTAL VALUATION: $ �� .3-g� a&o .p 0 Tot;l Valuation 1st #A-,0.66:5...l., , /Sf�.OD $ Remaining Value Per thousand of portion thereof TOTAL WILDING FUU + 1/2 Filing Fee S �coQ ) Ficeplaoea S SiS.00 S _ WILDING F MtIT FSU S8.7v�r NATW IMPACT FUU •U11UR IMPAC! M $ 00 MATat N ITUR/TAp $ O° CAPITAL INPROVUNUNT E W� A RAOON (WN) .0050 $ 7Z3 4 , 77� RUCTION U PAYING ( $ XYDRAULIC WARla $ CROBI COM MOTION #_ %34-4010 (1600 aoR .0050 Mn $ GRAND TOTAL MR $ aj ADDITIONAL PERMITS OR In$: Neebataioal ; ; Plumbing Electric/Now�_..�.s 1 ect ric/Tesip„�,�,,,;sWimingpoo 1 Septic Tank„,. ,- wellr,; Sign,—..Finish Floor Elevation Survey ; Other 444.4,. CALCULATIONS and/or NOTZS: • I FLOODP4.AIN DEVELOPMENT INFORMATIOU Type of Developments,. _ J ` ...._..-.. _.........-......-------------.. Flood Zones_ i � RequYred Lowest Floor Elevations Zf building is located within a flood hazard zone, a survey swat be wade AFTER THS SLAB HAS SM POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be trade and no oert4Eicate of occupancy will be issued until the susrvey is on ifile with the Building Department. COMMENTSs Applicant Acknowledgements I understand that the issuance of this permit is caatinpent upon the above information being correct and that the plans and au ting data have been or "all be provided as required. I agree, to comply with all applicable provisions of Ordinance No. 23-7-11 a al other laws or ordinances affecting the proposed devel Date 'n ' Applicant•s Signator - i Department Use Required Lowest Floor Elevation ---------- As Quilt Lowest Floor Elevation ------------ Survey Filed Filed with Building Department ---------- Building Department Representative page 3 RINANCIA%PRINTING U:)N~ N N ro notice of Commencement W (►A[►Mt[IN ouruewrq ai To whom it may concern: > The undersigned hereby informs you that improvements will be made to certain Teal property, and in yaccordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. hDescription of property _ Q -- _-- �_ ___ c� `V A__ `' t _-- --------_, ---------------- According to plat thereof recorded in plat book 4�' ?Ppages ',�� of the current public records of Duval-County -Florida yGeneral description of improvements ---------------------------—----------.,,,.---------------------------- k Construction of Single Family Residence with Garage on concrete slab Q ----------------------------------------------------------------------------------------------------------- +� Centex Real Estate Corporation COwner ---------------------------------------------------------------------------------------------------- •.1 a 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 Address ------------------------------------------------------------------------------------------------- Simple p Owner's interest in site of the improvement ___FeeS1m - - ------------------------------------ A Fee Simple Title holder (if other than owner) ___________________ __ _ _ a � DName ----------------------------------------------------•------------------------------------------------- M Address ------------------------------------------------------------------------------------------------- C same as owner Contractor --- ame--a s----owner ------------------------------------------------------------------------ Address ------------------------------------------------------------------------------------------------- zSurety (if any) -------------------------------------------------------------------------------------------- iAddress -----------------------------------------------------------------Amount of bond $-------------- Name and address of any person making a loan for the construction of the improvemegts. Name ------------------------------------,----------------------------------------------------------------- Address ------------------------------------------------------------------------------------------------ Name -------- -•Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be saved: 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 ------------------------------____�_�_•._---------- - ---------------------------- ----- ._--------------------------------------- --- ----- --- -�' Address '�_r .•----- RI NAN CIA%.PRINTING CDjVP NN r-I N N Mice of fommencement (►Ri►ARL IN OUPLACATt) a '-{ To whom it may concern: qThe undersigned hereby informs you that improvements will be made to certain Teal property, and in 0 accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE N OF COMMENCEMENT. Description of property _______________________________ a According to plat -thereof -recorded-in plat-book_��pages_0�_es / ------------------------ 4-1 of the current public records of Duval County Florida. General description of improvements N ---------------------------- s� Construction of Single Family Residence with Garage on concrete slab Q -----------------------------------------------------•------------------------------------------------------ +J Centex Real Estate Corporation Owner --------------------------------------------------------------------------------------------- 0 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 RaAddress --------------------------------------------- 0 Fee Simple 0 Owner's interest in site of the improvement M o Fee Simple Title holder (if other than owner) ------------------------------ ------------------------------- N t0 � lD Name ---------------------------------------------------....-----------------------------------------------• Address x Contractor ---same--------as-----owner-------------------------------.._----------------------------------------------- hAddress ------------------------------------------------------------------------------------- Surety (if any) fa Address -------------------------------------------------------------____Amount of bona $-------------- Name and address of any person making a loan for the construction of the improvements. sa Name ----------------------------------------------------------------------------------------------------- Address ------------------------------------------------------------------------------------------------ Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Arthur Day Name ----------------------------------------------------------------------------------------------------- 6620 Southpoint Dr Suite 400 3ackso+iville, 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 [21 [b], Florida Statutes. (Fill in at Owner's option). Name -------------------------------------------r----------�-------------------------------- --- Department of Community Affairs SN: 1234 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: Lot 153 Selva Linksi ; BUILDER: Centex AND ADDRESS: 1516 Linkside Dr ; PERMITTING ; CLIMATE Atlantic Beach , Fla ;OFFICE: Atlantic Bea ; ZONE: 11 _; 2 ; _; 3;� OWNER: Centex ; PERMIT NO . ; JURISDICTION NO .261100 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 . 1647 .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 .Osgft 161 .40sgft b . Tint , film or solar screen 8b . O .Osgft O .00sgft 9 . Floor type and insulation: a . Slab on grade ( R-value, perimeter ) 9a .R= 0 .00 , 167 .00 ft 10 .Net Wall type area and insulation: a . Exterior : 2 . Wood frame ( Insulation R-value ) 10a-2 R=11 .00 , 986 .00sgft b . Adjacent: 2 . Wood frame ( Insulation R-value ) 10b-2 R=11 .00 , 149 .00sgft_ 11 .Ceiling type area and insulation: a . Under attic ( Insulation R--value ) lla .R=30 .00 , 1647 .00sgft 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 .93 16 .Hot Water Credits: ( HR-Heat Recovery , 16 . DNP-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 . 92 .90 a . Total As-Built points 19a . 27614 .78 b . Total Base points 19b . 29725.75 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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: ; 553 .908 F .S . I hereby certify that this building is in compliance with the Florida Energy Code . ' 1 OWNER/AGENT: BUILDING OFFICIAL: DATE: ; DATE : ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed , ask your Builder for EPI= 92 .9 DCA Form 600A-93 or Form 6006-93 0 10 20 30 40 50 60 70 80 90 100 � _ 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 ; --------------------X R-0 R-7 Wall R-Value . . . . . . . . . 11 .0 -------------------X: R-0 R-19 Floor R-Value . . . . . . . . . 0 .0 : X-------------------- AIR CONDITIONER . . . . . . . . . . . . . 10 .0 SEER 17 .0 SEER . . . . . . . . . . . . . . . . . . . . . . 10 .0 : X------------------- HEATING SYSTEM . . . . . . . . . . . . . . 6 .8 HSPF 12 .0 Electric HSPF . . . . . . . . . . . . 6 .8 ;X--------------------' WATER HEATER . . . . . . . . . . . . . . . . 0.88 0 .96 Electric EF . . . . . . . . . . . . . . 0 .93 ------------X-------- ' 0 .54 0 .90 Gas EF . . . . . . . . . . . . . . 0 .00 : --------------------- : 0.40 0 .80 SolarEF . . . . . . . . . . . . . . -------------------- � OTHER FEATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house . tt Builder Address: Signature: Date City/Zip� Z t�j- r (- aw- -4- � 3� Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 1234 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA--93 Residential Whole Building Performance Method A NORTH PROJECT NAME: Lot 153 Selva Linksi ; BUILDER: Centex AND ADDRESS: 1516 Linkside Dr ; PERMITTING ;CLIMATE Atlantic Beach , Fla ; OFFICE : Atlantic Bea ; ZONE: 1 ; ,_; 2 ; ,_; 3 ; OWNER: Centex ; PERMIT NO . ; JURISDICTION NO .261 00 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 . 1647 .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 .Osgft 161 .40sgft b . Tint , film or solar screen 8b . O .Osgft O .00sgft 9 . Floor type and insulation: a . Slab on grade ( R-value , perimeter ) 9a .R= 0 .00 , 167 .00 ft 10 .Net Wall type area and insulation: a . Exterior : 2 . Wood frame ( Insulation R-value ) 10a-2 R=11 .00 , 986 .00sgft b . Adjacent : 2 . Wood frame ( Insulation R-value ) 10b-2 R=11 .00 , 149 .00sgft 11 .Ceiling type area and insulation: a . Under attic ( Insulation R-value ) 11a .R=30 .00 , 1647 .00sgft 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 .93 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 , 1$ . CF HF-Whole house fan , RB-Attic radiant barrier , MZ-Multizone ) 19.EPI ( must not exceed 100 points ) 19 . 92 .90 a . Total As-Built points 19a . 27614 .78 b . Total Base points 19b . 29725 .75 ------------------------------------------------------------------------•----------- ----------------------------------------------------~------------------------------- 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: ; 553 .908 F .S . I hereby certify that this building is ; in compliance with the Florida Energy Code . OWNER/AGENT: BUILDING OFFICIAL : DATE: a- ; 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 . _____________________________________________w_________________--____--________ Exterior .joints 606 .1 To be caulked , gasketed , weather-stripped or other- & Cracks wise sealed. _______________________________w__-_-____-_-______________________-_______-__-- 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 Basketed . -------------------------------------------------------------------------------- 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 . ____________________w_-_-__________--_-_____-___-_________-_______-___-________ Combustion 606 .1 Combustion space and water heating systems provided Heating with outside combustion air , except direct vent appliances . -__.-___-_________________________w_____---___________--____----___-____-_-__-__ ** 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 . ______________-_______-__________________-__________________--___-_-_-_w_______ 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 . ___-__W________________-________-____-_-________________-_________________-_-_- Department of Community Affairs SN: 1234 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA--93 Residential Whole Building Performance Method A NORTH PROJECT NAME: Lot 153 Selva Linksi ; BUILDER: Centex AND ADDRESS: 1516 Linkside Dr ; PERMITTING ;CLIMATE Atlantic Beach , Fla ; OFFICE: Atlantic Bea ; ZONE: 1 ; _; 21 _; 34 OWNER: Centex ; PERMIT NO . ; JURISDICTION NO .261100 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 . 1647 .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 .Osgft 161 .40sgft b . Tint , film or solar screen 8b . O .Osgft O .00sgft 9 . Floor type and insulation: a . Slab on grade ( R-value , perimeter ) 9a .R= 0 .00 , 167 .00 ft 10.Net Wall type area and insulation: a . Exterior : 2 . Wood frame ( Insulation R--value ) 10a--2 R=11 .00 , 986 .00sgft b . Adjacent: 2 . Wood frame ( Insulation R--value ) 14b-2 R=11 .00 , 149 .00sgft 11 .Ceiling type area and insulation: a . Under attic ( Insulation R--value ) lla .R=30 .00 , 1647 .00sgft 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 .93 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. 92.90 a . Total As-Built points 19a . 27614 .78 b . Total Base points 19b . 29725.75 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 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: --9 r-T ; 553 .908 F .S . I hereby certify that this building is in compliance with the Florida Energy Code . OWNER/AGENT : ; BUILDING OFFICIAL : DATE ' q ; DATE SUMMER CALCULATIONS ----- BASE --- ; ---- AS-BUILT --- GLASS________________ ORIEN AREA x BSPM = POINTS ; TYPE SC ORIEN AREA x SPM x SOF POINTS _______________________________________________________________________________ N 24 .00 65 .8 1579 .2 ; DBL CLR N 24 .0 38 .3 .94 865 .1 E 53 .40 65 .8 3513 .7 ; DBL CLR E 15 .0 79 .7 .95 1136 .9 DBL CLR E 15 .0 79 .7 .95 1136 .9 DBL CLR E 11 .7 79 .7 .95 886 .8 DBL CLR E 11 .7 79 .7 .95 886.8 S 84 .00 65 .8 5527 .2 ; DBL CLR S 18 .0 66 .2 .91 1086 .5 DBL CLR S 18 .0 66 .2 .91 1086 .5 DBL CLR S 12 .0 66 .2 .91 724 .3 DBL CLR S 18 .0 66 .2 .91 1086.5 DBL CLR S 18 .0 66 .2 .91 1086 .5 _______________________________________________________________________________ .15 x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS -- ADJ GLASS ; GLASS AREA AREA FACTOR POINTS POINTS ; POINTS _______________________________________________________________________________ .15 1 ,647 .00 161 .40 1 .531 10 ,620.12 16 ,255 .89 ; 9 ,982 .62 NON GLASS---------___ AREA x BSPM = POINTS ; TYPE R-VALUE AREA x SPM = POINTS _______________________________________________________________________________ WALLS---------------- Ext 986 .0 .9 887 .4 ; Ext Wood Frame 11 .0 986 .0 1 .70 1676 .2 Adj 149 .0 .7 104 .3 ; Adj Wood Frame 11 .0 149 .0 .70 104 .3 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 1647 .0 .6 988 .2 ; Under Attic 30.0 1647 .0 .60 988.2 FLOORS_______--_____ Slb 167 .0 -37 .0 -6179 .0 ; Slab-on-Grade .0 167 .0 -41 .20 -6880 .4 INFILTRATION--------- ; 1647 .0 8 .0 13176 .0 ; Practice #2 1647 .0 8 .00 13176 .0 TOTAL SUMMER POINTS 25 ,406 .01 i 19,178 .14 TOTAL x SYSTEM - COOLING ; TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS ; COMPON RATIO MULT MULT MULT POINTS ____________________________________________________..____-_-___-_---____--__-__ 25 ,406 .01 .37 9,400 .22 ; 19 ,178 .14 1 .00 1 .100 .340 .860 6 ,168 .46 WINTER CALCULATIONS ---- BASE --- ---- AS-BUILT ----- GLASS---------------- � ORIEN AREA x BWPM = POINTS ; TYPE SC ORIEN AREA x WPM x WOF = POINTS _-____-_-_..____________________________________________________________________ N 24 .00 -10 .6 -254 .4 ; DBL CLR N 24 .0 7 .3 1 .09 190 .7 E 53 .40 -10 .6 -566 .0 ; DBL CLR E 15 .0 -9 .2 .85 -117 .7 DBL CLR E 15 .0 -9 .2 .85 -117 .7 DBL CLR E 11 .7 -9 .2 .85 -91 .8 DBL CLR E 11 .7 -9 .2 .85 -91 .8 S 84 .00 -10 .6 -890 .4 ; DSL CLR S 18 .0 -28 .4 .96 -491 .2 DBL CLR S 18 .0 -28 .4 .96 -491.2 DBL CLR S 12 .0 -28 .4 .96 -327 .4 DBL CLR S 18 .0 -28 .4 .96 -491 .2 DBL CLR S 18 .0 -28 .4 .96 -491 .2 _______________________________________________________________________________ .15 x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS - ADJ GLASS ; GLASS AREA AREA FACTOR POINTS POINTS ; POINTS _______________________________________________________________________________ .15 1 ,647.00 161 .40 1 .531 -1 ,710 .84 -2 ,618 .73 ; -2 ,520.42 NON GLASS------------- AREA x BWPM = POINTS ; TYPE R-VALUE AREA x WPM = POINTS _______________________________________________________________________________ WALLS________________ 1 Ext 986 .0 2 .2 2169 .2 ; Ext Wood Frame 11 .0 986 .0 3 .70 3648 .2 Adj 149 .0 3 .6 536 .4 ; Adj Wood Frame 11 .0 149 .0 3 .60 536 .4 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 1647 .0 1 .2 1976 .4 ; Under Attic 30 .0 1647 .0 1 .20 1976 .4 FLOORS--------------------- � Slb 167 .0 8 .9 1486 .3 ; Slab-on--Grade .0 167 .0 18 .80 3139.6 i INFILTRATION--------- 1647 .0 7 .4 12187 .8 ; Practice #2 1647 .0 7 .40 12187 .8 TOTAL WINTER POINTS 16 ,211 .87 ; 19 ,360 .58 TOTAL x SYSTEM - HEATING ; TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS ; COMPON RATIO MULT MULT MULT POINTS _______________________________________________________________________________ 16 ,211 .87 .55 8 ,916 .53 ; 19 ,360 .58 1 .00 1 .100 .500 1 .000 10 ,648 .32 .m WATER HEATING --- BASE ---- ; --- AS-BUILT - -- NUM OF x MULT - TOTAL ; TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS ; RATIO MULT _______________________________________________________________w____--_____---- 3 3803 .0 11 ,409 .00 ; 40 .93 1 .000 3599 .3 1 .00 10 ,798 .00 SUMMARY --- BASE ---- ; - -- AS-BUILT ---- COOLING HEATING HOT WATER TOTAL ; COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS - POINTS ; POINTS + POINTS + POINTS - POINTS _______________________________________________________________________________ 9400 .2 8916 .5 11409 .0 29 ,725 .75 ; 6168 .5 10648 .3 10798 .0 27 ,614 .78 * EPI = 92 .90 SERIAL # 1234 * RESMANUJ( c ) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA/RES( c ) DATA FILES ( BASED ON A .C .C .A . MANUAL J - SEVENTH EDITION ( c ) 1986 by A .C .C .A . ) ------------------------------------------------------------------------------- NAME ._..:Lot....._153_.._5e.1 va..__L.i,n ks i de _.................................._.........._..................................................._......._,................................................................................_............._.................._............... _.._..._. ADQRESS........:...151.6....._L,i_n,ks_i,de.._..Pr........_.............................................................................................. .......... _................................. .................................... ............_....................... .__. ................. ... ..........................._...... ..........._ CITY .At.1,a_nt_is......Beac.h...,._....F1a....�a.3.22.313...... ................._............._.............................................................._.......................... .Ce me x...._.._....__........................................................._......_...__................_............ .... ......... ................. ............. ..........._....... ... ............._........................................ ................................. ....... ................. ............._._..................................__........_ BUILDER__.:C e,nt _..._....._.._._...__........................................................_......................................_.............I................................... Conditioned Floor Area : 1647 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 * _________________________-________________________________w_______- SUBTOTAL 23085 .25 ; STRUCTURE SENSIBLE 11934 .77 MECH .VENT- 100 Cfm 2090 .00 ; SENS . + MECH .VENT : 14024 .77 ; TEMP .SWING @ 3 DEG . : 1 .00 ; OCCUPANT/APPLIANCE 3000 .00 DUCT LOSS 1154 .26 ; DUCT GAIN • 1702 .48 TOTAL LOSS/BTUH • 24239 .51 ; TOTAL SENSIBLE 18727 .25 ; TOTAL LATENT 8068 .31 _____________________________________-______________________w_______ 20% OVERSIZE FACTOR 4847 .90 120% SENS .OVRSZE FTR: 3745 .45 ACTUAL + 20% OVERSIZE: 29087 .41 ; SENS . + 20% OVERSIZE: 22472 .70 -------------------------------------------------------------------- * EQUIPMENT SELECTION * _________________________________________..__________________________ EQT . MANUF . MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE ( S )EER CLG CFM HTG CFM _____-______________________________-w______________________________ * L O A D C A L C U L A T I O N * TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- East Double Clr Drapes/Blinds 1 15 .00 435 .00 690 .00 East Double Clr Drapes/Blinds 1 15 .00 435 .00 690.00 East Double Clr Drapes/Blinds 1 11 .70 339 .30 538 .20 East Double Clr Drapes/Blinds 1 11 .70 339 .30 538 .20 North Double Clr Drapes/Blinds 1 24 .00 696 .00 384 .00 South Double Clr Drapes/Blinds 1 18.00 522 .00 450 .00 South Double Clr Drapes/Blinds 1 18 .00 522 .00 450 .00 South Double Clr Drapes/Blinds 1 12 .00 348 .00 300.00 South Double Clr Drapes/Blinds 1 18 .00 522 .00 450 .00 South Double Clr Drapes/Blinds 1 18 .00 522 .00 450 .00 Infiltration : Winter Htm ( 29 .71 } x 161 .40 4795 .19 Infiltration : Summer Htm ( 7 .22 ) x 161 .40 1165 .31 --------- --------- --------- Window Frame : Metal SUBTOTALS: 161 .40 9475 .79 6105 .71 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext . 11 986 .00 3549.60 2465 .00 Wood Stud - Adj . 11 149 .00 536 .40 253 .30 --------- --------- --------- SUBTOTALS: 1135 .00 4086 .00 2718 .30 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( 29 .71 ) x 39 .80 1182 .46 Infiltration :Summer Htm( 7 .22 ) x 39 .80 287 .36 --------- --------- --------- SUBTOTALS: 39 .80 1971 .52 475.52 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1647 .00 2141 .10 2635 .20 FL O O R S-------------------------------------------------------------------- Slab on Grade 0 167 .00 Lin.Ft . 5410 .80 000 .00 * TOTAL STRUCTURE SENSIBLE ----------------__-------_----_-------_-_----__---_----_----------------------- 23085 .25 17024 .77 -------------------------------------------------------------------------------