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Permit 1621 Linkside Dr (vault) ADDRESS i)A BUILDING PERMIT NUMBER U C1 INSPECTIONS: FOOTING -���n>� UNDER SLAB PLUMBING SLAB FRAMING `� r COVER-UP INSULATION FINAL BUILDING _ t CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # 9146 INSPECTIONS ROUGH - .7 FINAL MECHANICAL PERMIT # 91 PLUMBING PERMIT # 9 a 7 - �t NOTES: -7:)a jpj `TA-LK-e(p ?v CITY OF 4&"4c Bwc s-49&zda Office of Building Official REQUEST FOR INSPECTION Date ✓ �f Permit No. _ /,V10 A) Time / Received -L7Y`—`_L M. Job Ad ss Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL �MB MECHANICAL Framing Footing Rough WiringAir Cond. & Re Roofing - Slab - Temp Pole Top Out Heating Insulation Lintel Final ❑� )Sewer Fire Place ; .ab READINSPECTION A.M. Mon. i' Wed. Thurs. Friday— A.M. Inspection Made Irspertor—____ __ Final Inspection Certificate of Occupancy r-- u Date _ CITY OF 13Ca -49& Office of Building Official REQUEST FOR INSPECTION ray Date /i/� �3 Permit No. Time j, e f- A,M, Received J �� P.M. Job Address Locality Owner's Name Contractor ,r�/y 11?1e--f BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring Rough Air Cord. & Re Roofing _ Slab _ Temp Pole Top Out - Heating insulation Lintel Final Sewer _ Fre Place Pre Fab READY FOR INSPECTION A.M, Mon. Tues. Wed. Thurs. Friday P.M 9 _ �/ A.M. Inspection Made f /�_—�!—i_ _PM. ^:>cector_-------� � e'— ------ --- ina!Inspection Certificate of Occupancy Date — ----- CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: jal BUILDING CONTRACTOR: PLUMBING CONTRACTOR AND ADDRESS: TELEPHONE NUMBER: STATE LICENSE NO: 7� TYPE OF BUILDING: TYPE OF WORK: NOW MANY OF THE FOLLONING FIXTURES INSTALLED SINKS sNOWERB LAVATORY WATER HEATERS BATH TUBS DIsl1NASNERB URINALS DISPOSALS CLOSETS WASHING MACHINE -FLOOR DRAINS BROKER PANS OTHER TOTAL FIXTURE COUNT: x $3.50 + $1S.00 : S ---------------------------------------------------------------- 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) 247-5626 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION BEFORE COViRINO UP - (904) 247-5834 AIy Of vexa� t o'W�cA 1N Y. �v pace Gtpr U g\1�1G' �j 3 Neatiro9 G8 � t'rrre, ed � G°rtra PL � Fire Pt b �eGery rens e---, � R\CP` �p Out G Pre Fa 3°b E\' h Wa09 G sewer / 6j� Pp P P°te � Fr`day/ ,s NCa � Se N Ow m eo\�G . m ap g O PO aFOR\taSR��\C Shurs C U°tet fed• PM \1s9-11\11 os9-11vO GG n cl F°Otrng � mat F n utairOn `. 'CeritflCate O Tues' \r\sPeGtron Made r inspector ollf Of / ' f` Qe e R 1NgP r t, REQ�'51 FO r oV Date ' G ��lved U` G°ntract°r PVJr(1g1N� n �?ret�P ace pU Out Pre Fab R ��mP QOten9 G Sse es D'Noel's CONI ESE le a1 o N Friday Name n9 G Ftn P C[AOj 11. � Soob ION �R S r vntet REP foo{m9 C` Wed' pM- c e at tnsPectro an P sutatron Ftn ccuP lues --A6cate o4 Oate 1nsPecBon Made �nsPectos OF ADDITIONS or CORRECTIONS : D• NOT REMOVE JOB ADDRESS DATE j , THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before /the job will be accepted FLS G ('oma.27 A AJS $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office'Trom'8:00 a.m. to 5:00 p.m. Monday through Friday. • . BL OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted ,d $15.00 REINSPECT FEE , rte It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDGp.m. Monday through Friday. CITY OF ��Curtic �►e'ac� - ��eruda 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 NOTICE TO: hater Department FROM: Building Department DATE: Please. be advised that the final building inspection has been completed on each of the following addresses and construction Water is no longer needed: Permit Number Address c Sincerely, G---?Itt ;/ Building Department 2293 P01h40,.! 28 '94 17:18 CLHIRSOh`J _ ._._ --- — i MAP SHtJWINQ BOUNDARY_ SURVEY OF All of Lot 101, setva' Linkside Unit 2, as shown on plot recorded in Plat Book 41, pages 85, 85A and 858, cucirnt public records of Duval County, Florida, o ethTx with the following described portion of Lot 106, maid 8e1ea Linitside Unit 2. for Point � f Reference commence at the Northeast cornet of said Lot los and run South 00` 34' 00" east, -slong the common lot line between Lots 109 and 106, o distance of 61.00 fret to A point for the Point of Beginning. from the Paint of Beginning thus described continue thence South 00' 34' 00" Bast , along said common lot line, +a distance of 2.00 feet to an angle point in said line; run thence South 21' 55' 50" 'lest , continuing along said common lot line between Lots 105 and 106, a< distance of 25.38 feet to a point; run thence Worth 00' 36' 00" Best, a distance of 25.01 feat to a point; run thence Borth 89' 26' 00" East, a distance of 11.00 feet to the Point of Beginning. !ors Cl!llTn am=--CORPS ION NOTE, 6BAR t"08 sllOWN RMOW REFRR TO $AID PLAT OF SELVA. L I NRS I DB UN t T 2 T D ,y�CT/!��/ B, TGW/�/5!✓1P �" !G!J!"f�, Al✓69 /�ST 50.06' -- - •--._ p '.04rld: o 1¢4' N za 01 r srQ,0Y t ? $RICK d 69AMt R Q pW,6dLIAI& u a AOiV 7- OF 16 F/AU-49FidRD _ �, G•G tLEV. L11.0-46) V, d d v K EA��M Y - 1tiG r.i! �v At 46 8,jV/ nt �p ti K �`�''� •� ` '4- 2 ?, 1994 nd Zoning Building a g -�r «; Teialy ? rIU,V SCI b/,!F e9-2z-914 jvor& Aa,r ,0 44AAWAIS, A/NaL 6uriri yf/-/5-9� .udr�: AduvO.4eeinaNs- I HERESY C ITIt=Y 1HAT TIAs SURVEY,PWORMED UNDER W RESPONVOLE DIRECnON,MEETS THE MINIMUM LEGEND- TEC"MCAL$TA"DAROS FOR LAND SURVEMPA IN ACCORDANCE WITH C14APM IIHH-6.FLA.ADMINISTRATIVE CODE • coNCREr■YDNIIMMt (PURSUANT TO SECTION 412.021,FLORIDA STATUTE$),AND FURTMEA CERTIFY THAT THERE ARE NO VISIBLE ENCROACH � tie owuNo IRON��i9 MENTS UPON THE SLWFCT PROPERTY "CEPT AS SHOWN ON SURVEY, 0 I,t NT MM•LA tM �t,QOfl GEM IFICA�'I<; 114E Lot SHOWN HEREON IS IN FLOOD ext. MLOINO ANGLEPRITRT40p I.It IONE r ' X' -- AR gF,nwN aN TkE rtOOd tNllI.1RANCE RATE CLARSON ANa ASSOCIATES, INC. ^ �Aa�.t A>.61,! MAP. Cc"iMMVNITY PANEL W 12M1t.a 100/ p/ 0 . DArro 4-17.89 1#43 NALDD AVE.lACOONWLI,IFLA $2107 A ARC 0107ANCE CM. CRORN 641ANCtI P,C. 141MT OF CURVATURE G/l1�Y 2 t 9 ..T: Moot"or TA»OENCT St4RY!•YI=D f� IaT o MR No.0,96,, FLA F.R.C. root"of IlMNW oaly. 6 gnu c. ,, ^' `-"/ .AAAA .�1• !�/4lG vC.C. ronn or commupw&AM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'Tattftrate of Orrupaury C�it� of Atlantic V=4 — 31nribs Department of Nuildtng Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. Use Classification � z :esl len: Bldg. Permit No. '? Group tip'•i r acro u Type Construction + L Fire District iL hilt^` Be:rh. t 66 southC.Inc UL Jvc tu „i i Owner of Building i x G w=C. _ t�i. E,. +: C eAddressjac , y, tl r 3121i,6 BuiongAddress 16.21 i lkside Dr, &ality I'le cox, "1J 3223:; By: :3t}� ' Ok Building Officia Date: rl POST IN A CONSPICUOUS PLACE ✓,oto N �cµail „' k�zt^� 4� `` tE .:"� .,4{�Fi '� �---�"" ;•. i i.Do na c�tiµRn F°"t'nss'cn 10 a 2•Truss two o-71 this yit AN ER �Y�� +'t t �' 1 t BY• 11,11, -f- 2 I"J,{_�, ' tit U tw�tl � � t f p/•� t -/V v+n+G Nyr.RfR � i,:�� t� � i°o)��� ,tea a` q � UE1R'JSS 641•Q766 Q1.1 � dg t1UFtf6 ca`�°f qtr-O 7i�1_�a L � 08-05-1993 S I Z E AN A][-.'Y S I S Page 1 of 1 11:07:13 TRUS JOIST MacMILLAN (RAST sia-S1001) MARK H. ROSE (SO10D) Project Name: CENTEX HOMES - PLAN 43705 A & B Page Title: GARAGE DOOR HEADER ---------- TJSiaing'" v3.40 ---- Building Cade NER ---------- Type of Sale Distribution ----- 1193040417 ---------- Application: Deflection Criteria (MR) Member Use............... HEADER Roof (non-snow load, LDL) LL Defl TL Defl Member 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 Member Use....... N/A Partition Load(psf)......... 0.0 Reinforced Overhangs........ N/A SPECIAL LOADS: Live Load Stress Dead Load Width Starting Point to End Add/Repl 1 UNIF(plf) 350 1331 220 ll'- 0.00' S'- 6.00' from Lt Repl 2 TRIAN(plf) 0/ 120 1331 0/ 75 51- 6.006.-" 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 MacMillan(TJM). 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 TJM Engineering. Design assumes adequate continuous support of the joist compression flange. Web stiffeners are required at bearing 1, 2; and special load 3 Maximum Design Allowable Control Shear(lb) 5253 5253 < 5985 1141 RIGHT end Span 1 under 1331 stress TOTAL Load Moment(ft-Ib) 24201 24201 < 26215 1081 MID Span 1 under 1331 stress TOTAL Load Live Defl.(in) 0.595 < 0.825 L/333 MID Span 1 under Live Load criteria Total Defl.(in) 0.971 < 1.100 L/204 MID Span 1 under Total Load criteria Span 1 ' Max. Reaction Total(lb) 4414 5253 Live(lb) 2707 3223 Assumed Brg. Length(in) 3.00 3.00 Max. Unbraced Length(in) 48 Copyright (°' 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI(R' is a registered trademark of Trus Joist MacMillan, TJSizingT" is a trademark of Trus Joist MacMillan. VoVI altos sea rt5 e spectttc ostme l of e rhes (neer wh t named ot85stonae�F arida hepar S �oC the PhaCge of kbe ani' Rules 0{ th ,. atlon to c V Cuss specs the tOS9 Wks Gr0pter r---.. ow ate a ttst aspera��0011da st ars Usted d hav8r a�eetl°d 23 @ -- �he nucn heCewtth %Sheet i teC 2A atta�$d on thl R gula ion "ap ?Cot essionai 2 14 1 2 0f 2 1 1 1 0 2 Of 2 11 000000, �w A STATIC e SI LUlEA 04ALL BE OF THE SPECIFIED NINILLIH*RADE& IN CONNECTOR PLATES SMALL M INSTALLED SYAMETRICALLT ON E THIS MESION 1S APRICAGLE TO SHCRIER SPNUS H TRUSSES OF 13) Y INDICATES LATERAL 1WAC11D MEMBER 2HXA MIN.) SPECIES, NO NAEINU M NOISTWE CONTENT, OR&C"THAT THE JOINT. IDENTICAL LOADING AND CONFIORARATION, " INSTALLATION AND ERECTION OF UAE /MUSS, PEPMANENT, ANO IS OF 141GHEP ALLOWABLE STRESS M495. ALL VALLES USED 0) IOP CHORD SPLICES AMC MR 1IECOMMONWO TO OCC10) THE TOP CAROM SMALL K LANPALLY SPACED EIDER BY 3/9' 1►1WCRARY SPACING S#0AD BE DLYE IN ACCOPOAUCE GLIM FOR DESIGN AMC BASED ON INC LATEST EDITION OF THC MA- DIRECTLY OVE ABA BOTTOM OHMSPLICE, 103M.1 SHEAINIMG OP SPACIMO NENKRS SPACED AT 3'-9' O.C. CWPENT IPI GRACING AND ERECTION PLBLICATICMS, SIGNAL DESIGN STANDARDS PUXISBAEG BY Ii NATION. 71 V-20M APMW^.WJMKLE IAUG C R3ER FPO TOO 2014. SBCC D .), 10) THIS DESIGN CONFORMS TO CWPEMT TPI DESIGN SFECIPICA- FOREST PRODUCTS ASSOCIATION. MS. SOCA FILE 06-t20 tl) THE SUTTON CHORD SMALL BE LAIERALLT BRACED EITHER GY TIONS FOR METAL PLATE CONNECTED MOOD TRSSES AND 2) THIS DESIGN IS BASED ON CLARY CONNECTOR RATES OKV. GI THIS TRIG!IIAS BEEN DESIGNED PONT THE LOADING SHOW Ilk'IMIM.) ORYMALL DR SPACING MEMBERS SPACED AT SO'-O' GUA07V STANDARDS FOR TRUSSES. $$1 PLANS SSIARE GIVEN O AXIS C AXIAL FORCES•DEO. IOU TN This DESIGN. 12) ®INSTALLATION AHO USE SHALL COOGAN IMAX.). 15) BEARING LOCATION. 15) NO MEMBER OF THE TRUSS MAY BE CUT OR MODIFIED IM ANY MAY. Al CONNECTOR PLAf AXIS W11. BY HOPIS). %Odd Woo Length Maximum deflection occurred at bottom joint 05. -CONFIGURATION S LOADING SPECIFIED BY FABRICATOR, Plate turned 90 deg. Maximum Live Load deflection of .19". Indexw.335. (L/1072) -PLATE TOOTH VALUE REDUCED BY 35%. P-Typical Panel Maximum Total Load Deflection of .261". Index-,307. (L/781) -HORIZ. STRONGBACKS PER PCT-80 SECTION 800 REO. Total quantity of trUB395 0 1 Ito L rn RI f7 PDro 9 ►n In In )n )n ui In In 10 14' tC! M C11 FID tR V LI7 1O v rf EX c i fix'/ v tai R■1016 M RR1015 13.51 (3.5) 16-1 -12 P�29.5 10 PL HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left-to Right) OP -1275 -2950 -3850 -4033 -3469 -2209 0 ESS -1009 1529 -1322 820 -780 371 -333 -98 137 -559 596 -1041 1087 -1629 -104 OT 0 2309 3560 4110 3926 3023 1359 CLARY A 01viGioh of PLATE TYPE: O.C. SPACING LOADING OW) TC LUNBER2-4x2 s2 05 SP DESCRIPTION 16'31-3/4' GARAGE HEADER ALPINE ENGINEEAEO PR00UCT6 In2-0-0 C v-2000 40 10 1-4x2 e2 Ds SP ENO. vox E 1901 S. WaEAT SOUTHWEST PKWY, 3.0 LL TC eC LWaER +v� 9Y GRAND PRAIRIE. TX 75051 OL TC 0 TRUE TRUSS INC. SOURCE Program (2141 660-3940 Lc SC WESS 4x2 i3 SP 6 568 ei 33% OL PROJECT: MASTER DAY U6 OCT 1942 ���`2 TSN)%S PLATE INSTITUTE TOT ALgg EXCEPT AS MAY 6E NOTED 3Us n CITY OF ATLANTIC BEACH P'ERNIT CALCQLA ION SHEET 46- Address .� �n�j�c S a D �' Date � Heated Square Footage _@ $ 3�-©� per sq ft = $ -�5 7 7 3 Garage/Shed �@ $ / G� per sq ft = $ Carport/Porch S @ $,,[3-Q_0 per sq ft = $ 3. 3 2 b Deck :�,._,.,.@ $--- 6) per sq ft = $ Patio ___.. @ $ per sq ft = $ TOTAL VALUATION: $ 6,,-1, 7_SI 2-6opU $ 2 Gid oo Total Valuation 1st $50,00c) Loi 75/ &0 •C, G $ �qD - OO Remaining Value $y. per thousand of portion thereof TOTAL BUILDING FEE $ J 3,Y 0 ° ♦ 1/2 Filing Fee $ / e - � (/ ) Fireplace* @ $15.00 $ ( 5 BUILDING PERMIT FEE $ 525 WATER IMPACT FEE $ y30• � SEWER IMPACT FEE $ a 5o. WATER METER/TAP $ A 5 CAPITAL IMPROVEMENT $ -32 s- o u SEWER TAP $ (is'01) RADON (HRS) .0050 $ -2. /E 3 SECTION H PAVING ( ) $--' HYDRAULIC SHARES $ CROSS CONNECTION $ 36.,00 (tiol ) SURCHARGE .0050 $ 6 .7 -7 S' OTHER $ BRAND TOTAL DQE $ a 8 ADDITIONAL PERMITS OR FABS: Mechanical_____.; Plumbing Electric/New Electric/Temp ;Swimmingpool Septic Tank Well Sign Finish Floor Elevation Survey Other - I CALCULATIONS and/or NOTES: V�t� a 9 O PGI 14 b y 171NANCIA%DRINTIN 0>~ s r N OFFICIAL RECORDS ) N ro Mice of Commencement .� Q1 , To whom It may concetn; > The undersigned hereby IDi0rm3 you that improvements will be made to eertaln real property, and In 0 accordance with section 713.13 of the r1orlda Statutes, the following information is stated in this NOTICE .k OF COMMENCEMENT, U h '^ Description of property -----------------------rr-.._(-.--_- -_--_---------------------0.......__................ H4 a According to plat thereof recorded in plat hook 1/7 pages gj'-= 8,S� ......................---............................,.---.....----------.......-- ------.._._. _._...._... of the current public records of Duval County Florida* General description of Improvements >� Construction of single Family Residence with Garage on concrete slab p ------------------------....-.........................................--_--__............................... +� Centex Real Estate Corporation Attn: Arthur Day Owner ................-............................................--.................................. ... 0 6620 Southpoint Dr . S . Suite 400 Jacksonville Florida 32216 Q, Address ................... .--.......................................................................... ,[ Fee Simple 0 Owner's interest in site of the improvement ............................................................... M o- Fee SImnle Title holder fif other than owner)• ........................_------_..........................-.., ?ROPERTY .�ESCRIPTIOH � ,_ !TY OF �st�c �earlr - �lo zida _ot r/D✓ Block • Section /-------- �� � 191994 716OCVAN BOULEVARD __M,__-- P.O.BOX 25 �S. r � ATLANTIC BEACH.FLORIDA 32233 Subdivisions �' _ Building and Zoning TELEPHONE0041244.2d95 Street Halle L DESCRIPTION OF WORK tr Address s______ (�J It^in a FLOOD HAZARD 'lood Zone t___ ____,,,__,,,__area complete Pape 3. Brief Descriptions , Class of Workt lNow/Remodel/Addition) :CHING INFORMATION Type of • Conmtruotions�- - zoning k�A�--Uffe Proposed District s s __ Estimated Vilue a :xceptions or Materialos_l/ ariences Grantsds_MM Solid or (' --------------w ---- Filled [ 'O.LS Grounds ` �� v��Roof s ` OWNER INFORMATION Method of Heating s E�,e-�A+_— Property Owners Phones __ �(' ------ Phones Mailing Address ------ Zips-�- r-�--- CONTRACTOR INFORMATION Contraotor s1�__ e?'_1 1__ � __-_w- Phone: - ---------- Mailing c ' Addrees s w6 �Q l�=`�, t Q t_ _�� Zips _-_ Expiration License Numbers— 3 _____ Date s I REMEDY CERTIFY TRAT 2 *Ari *CAD AND CXARIMLD TMIS APPL2CATION AND KNOW TUC SA"I TO NL TRUE AND CORRECT. ALL ►ROYI8I0*a or TRY LAMB AND ORDINANCES OOVERNINO THIS TYPE OF WORK wrLL •E COMPLIED WITH. WN[TNEM /P[CIrI[D N[R[IN OR NOT. TUC GRANTING OF A PENNIT DOES NOT PRE.URE TO OIVt AUTHORITY TO YIOLATC ON CANCEL THC PROVISZOU6 Or ANY FEDERAL. STATE OR LOCAL P.ULr9. REOULATIONS. ORDINAMCC9. OR LAW'S IN ANY MANNER, INCLUDING TUC OOV[RNIMO OF CONSTRUCrtON OR THE •� .�J- , ►ERFORNwNC[ OF CONfTRUCTION OI TN! [C7, I UND[R9TAND THAT TN[ ISSVAMC[ OF TNtS PERnT7 15 CONTINOCNT UPON TUC AMOV[ INFORMA ON [IN RUC AND CORRECT AND THAT TN[ /LAMS AND SUPPORTIPC; ,4.1,r�.• . '� DATA HAVE DEEM OR SMALL' Me PROVI !ZD AS RE IR ''�� .A�• - cel �r �� ,► I �� Ovner Signature _Dat�_--- - j- ------------ - --- - - _--�_-_ --- -- Contraatnx' Glanatur• ------------ ------Date _- CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) 4 _WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) O BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) _FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) ( LAUNDRY TRAY (2) __ LAVATORY (1) COMBINATION SINK AND TRAY (3) _WASHING MACHINE (3) &'52 POT, SCULLERY SINK (4) DISHWASHER (2) 41 WASH SINK EACH SET OF FAUCETS (2) _KITCHEN SINK (2) _ DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) G/ BIDET (3) URINAL STALL, WASHOUT (4) O FLUSHING RIM SINK (8) _COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY _ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) _LAVATORY, SURGEONS (2) d JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS L, J_ @ $20.00 EACH $_ JOB INFORMATION SERIAL # 5411 * 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 105 Selva Linkside ADDRESS : 1621 Linkside Drive West CITY :Atlantic Beach, Fla 32233 OWNER :Centex BUILDER :Centex Conditioned Floor Area : 1507 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 . 3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 22009.41 STRUCTURE SENSIBLE 10210.41 MECH.VENT- 100 Cfm 2090.00 SENS. + MECH.VENT : 12300.41 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1100.47 DUCT GAIN 1530.04 TOTAL LOSS/BTUH 23109.88 TOTAL SENSIBLE 16830.45 TOTAL LATENT 7499.79 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4621.98 20% SENS.OVRSZE FTR: 3366.09 ACTUAL + 20% OVERSIZE: 27731. 86 SENS. + 20% OVERSIZE: 20196.54 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- * 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---------------------------------------------------------------------- West Double Clr Drapes/Blinds 1 6.00 174 .00 276.00 West Double Clr Drapes/Blinds 1 6.00 174 .00 276.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 South Double Clr Drapes/Blinds 1 24 .00 696.00 600.00 South Double Clr Drapes/Blinds 1 5.00 145 .00 125.00 South Double Clr Drapes/Blinds 1 4 .00 116.00 100.00 North Double Clr Drapes/Blinds 1 42 .00 1218.00 672 .00 North Double Clr Drapes/Blinds 1 10.00 290.00 160.00 North Double Clr Drapes/Blinds 1 20.00 580.00 320.00 Infiltration : Winter Htm ( 31.84 ) x 132 .00 4202 .88 Infiltration : Summer Htm ( 7 .73 ) x 132 .00 1020.36 --------- --------- --------- Window Frame : Metal SUBTOTALS: 132 .00 8030.88 4239.36 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 995.00 3582 .00 2487 .50 Wood Stud - Adj . 11 197 .00 709.20 334 .90 --------- --------- --------- SUBTOTALS: 1192 .00 4291 .20 2822 .40 D0 0 R S---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 21.00 371.70 109.20 Solid Core/Wood - Adj . 0 18.80 417 .36 78.96 Infiltration :Winter Htm( 31.84 ) x 39. 80 1267 .23 Infiltration :Summer Htm( 7 .73 ) x 39.80 307 .65 --------- --------- --------- SUBTOTALS: 39.80 2056.29 495.81 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1493.00 1940.90 2388.80 Under Attic 30 165.00 214 .50 264 .00 --------- --------- --------- SUBTOTALS: 1658.00 2155.40 2652 .80 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 169.00 Lin.Ft. 5475.60 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 22009.41 15300.41 ------------------------------------------------------------------------------- t ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 96.0 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- i 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------- i INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 11.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIRCONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 I ----X---------------- I 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 I --------------------- I 0.40 0.80 SolarEF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. _r Builder L- Address: lb-Z. 1 +M (4F ':i � Signature: Date: City/zipA-A Florida Energy Code for Building Construeion - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: Lot 105 Selva Linksi BUILDER: Centex AND ADDRESS: 1621 Linkside Drive PERMITTING CLIMATE Atlantic Beach, Fla OFFICE: Atlantic Bea ZONE: 11_1 21_1 3I�1 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. 1507 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7 . Porch overhang length ( ft. ) 7 . 0 .00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 132 .00sgft 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 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00sgft b. Adjacent: 2 . Wood frame ( Insulation R-value) 10b-2 R=11.00, 197 .00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1658 .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: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 95. 97 a. Total As-Built points 19a. 27190.26 b. Total Base points 19b. 28333.01 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: aP4/2�n 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: DATE: Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: Lot 105 Selva Linksi BUILDER: Centex AND ADDRESS: 1621 Linkside Drive PERMITTING ICLIMATE Atlantic Beach, Fla OFFICE: Atlantic Bea ZONE: ll_I 2I_11 31�/Lil 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. 1507 .00 6. Predominant eave overhang ( ft. ) 6. 1.00 7 . Porch overhang length ( ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 132 .00sgft 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 , 169 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 . 00, 995.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 197 .00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1658.00sgft 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: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 95.97 a. Total As-Built points 19a. 27190.26 b. Total Base points 19b. 28333.01 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: "� � �- �- ' -T 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- PRACTICE #1 606. 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. ------------------------------------------------------------------------------- Windows 606. 1 Maximum of 0.34 CFM per linear foot of operable sash crack (includes sliding glass doors) . ------------------------------------------------------------------------------- Exterior & 606. 1 Maximum of 0.5 CFM per sq. ft. of door area: solid Adjacent Doors core, wood panel,insulated or glass doors only. ------------------------------------------------------------------------------- Exterior Joints 606 . 1 To be caulked, gasketed, weather-stripped or other- & Cracks wise sealed. ------------------------------------------------------------------------------- PRACTICE #2 606. 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ------------------------------------------------------------------------------- Exterior Walls 606. 1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ------------------------------------------------------------------------------- Ductwork 606. 1 Ductwork in unconditioned space must be sealed. ------------------------------------------------------------------------------- Fireplaces 606 . 1 Equipped with outside combustion air, doors and flue dampers. ------------------------------------------------------------------------------- Exhaust Fans 606. 1 Equipped with dampers. Combustion devices see 606. 1.A.2 . ------------------------------------------------------------------------------- Combustion 606. 1 Combustion space and water heating systems provided Heating with outside combustion air, except direct vent appliances. ------------------------------------------------------------------------------- ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) ** ------------------------------------------------------------------------------- Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-11. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. ------------------------------------------------------------------------------- Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. ------------------------------------------------------------------------------- Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. ------------------------------------------------------------------------------- Air Distribution 610. 1 All ducts, fittings, mechanical equipment and plenum Systems chambers shall be mechanically attached, sealed, ins- ulated and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closet. ------------------------------------------------------------------------------- HVAC Controls 607 . 1 Separate readily accessible manual or automatic thermostat for each system. ------------------------------------------------------------------------------- Insulation 604 . 1 Ceilings minimum R-19. Common Walls - Frame R-11 or 602 . 1 CBS R-3 both sides. Common ceiling & floors R-11. ------------------------------------------------------------------------------- SUMMER CALCULATIONS ******************************************************************************* BASE __= I =_= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 72 .00 65 . 8 4737 .6 DBL CLR N 42 .0 38. 3 .94 1514.0 DBL CLR N 10.0 38.3 .94 360.5 DBL CLR N 20.0 38 . 3 .94 720.9 S 33.00 65.8 2171.4 DBL CLR S 24 . 0 66.2 .91 1448.6 DBL CLR S 5.0 66.2 .91 301.8 DBL CLR S 4 .0 66 .2 .91 241.4 W 27 .00 65.8 1776. 6 DBL CLR W 6.0 79.7 .95 454 .8 DBL CLR W 6.0 79 .7 .95 454 .8 DBL CLR W 15.0 79.7 .95 1136.9 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,507 .00 132 .00 1.713 8,685.60 14,874 .09 6,633.64 NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995.0 .9 895.5 Ext Wood Frame 11.0 995 .0 1.70 1691.5 Adj 197 . 0 . 7 137 .9 Adj Wood Frame 11.0 197 .0 .70 137 .9 DOORS---------------- Ext 21.0 6 . 1 128 . 1 Ext Insulated 21.0 4 . 10 86. 1 Adj 18.8 2 .4 45. 1 Adj Wood 18.8 2 .40 45. 1 CEILINGS------------- UA 1507 . 0 .6 904 .2 Under Attic 30.0 1493.0 .60 895.8 Under Attic 30.0 165.0 .60 99.0 FLOORS--------------- Slb 169.0 -37 .0 -6253.0 Slab-on-Grade .0 169.0 -41.20 -6962.8 INFILTRATION--------- 1507 .0 8.0 12056 . 0 Practice #2 1507 .0 8.00 12056.0 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- TOTAL SUMMER POINTS 22 ,787 .91 14,682.26 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 22,787 .91 .37 8,431 .53 1 14,682 .26 1.00 1. 100 .340 .860 4,722 .40 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- WINTER CALCULATIONS BASE __= I =_= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 72 .00 -10.6 -763.2 DBL CLR N 42 .0 7 .3 1.09 333.7 DBL CLR N 10.0 7 .3 1.09 79.4 DBL CLR N 20.0 7 . 3 1.09 158.9 S 33.00 -10.6 -349.8 DBL CLR S 24 .0 -28.4 .96 -654 .9 DBL CLR S 5 . 0 -28.4 .96 -136.4 DBL CLR S 4 . 0 -28.4 .96 -109. 1 W 27 .00 -10.6 -286.2 DBL CLR W 6.0 -9.2 .85 -47 . 1 DBL CLR W 6 .0 -9.2 .85 -47 . 1 DBL CLR W 15 .0 -9.2 .85 -117 .7 ------------------------------------------------------------------------------- . 15 x GOND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,507 .00 132 .00 1.713 -1, 399.20 -2, 396. 13 -540.34 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995.0 2 .2 2189.0 Ext Wood Frame 11.0 995 .0 3.70 3681.5 Adj 197 .0 3 . 6 709 .2 Adj Wood Frame 11 .0 197 .0 3.60 709.2 DOORS---------------- Ext 21 .0 12 . 3 258.3 Ext Insulated 21.0 8.40 176.4 Adj 18.8 11 .5 216.2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 1507 .0 1 .2 1808.4 Under Attic 30.0 1493 .0 1.20 1791.6 Under Attic 30.0 165.0 1.20 198.0 FLOORS--------------- Slb 169 . 0 8.9 1504 . 1 Slab-on-Grade .0 169.0 18.80 3177.2 INFILTRATION--------- 1507 .0 7 .4 11151.8 Practice #2 1507 .0 7 .40 11151.8 TOTAL WINTER POINTS 15,440.87 I 20,561.56 -------------- TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 15,440.87 .55 8,492 .48 1 20,561.56 1 .00 1. 100 .500 1 .000 11,308.86 ******************************************************************************* WATER HEATING ******************************************************************************* BASE __= I =_= AS-BUILT ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- NUM OF x MULT = TOTAL ( TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409 .00 40 .90 1.000 3719.7 1 .00 11, 159.00 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- ******************************************************************************* SUMMARY ******************************************************************************* BASE __= I =_= AS-BUILT COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 8431.5 8492 .5 11409.0 28,333 .01 4722 .4 11308.9 11159.0 27, 190.26 ***************** * EPI = 95.97 ***************** FLOODPLAZN DEVBLOPNENT INFORMATION Type of Developments------- --------------------------------- Flood Zones______.�L�-...�._-N Required Lowest Floor Elevations Zf building is located within a flood hazard zone, a survey :suet be made AFTER THE BLAB HAS SEEN POURED, certifying that the LOWEST FLOOR ELEVATIOU is equal to or above the base flood elevation established for that sone. No final inspection will be made and no certiticste of occupancy will be Issued until the survey is on -Iile with the Building Department. CO"HENTS s Applicant AcknowledgesmMts Z understand that the issuance of this permit is contingent upon the . above information being correct and that the plans and supporting data have been or shall be provided as requi=red. Z agree to comply with all applicable provisions of Ordinance leo. 23-7-11 and 11 other laws or ordinances affecting the proposed develop* Date ': :_ _S � ^Applicant•= Signature____ ----------------------------------------------------- Department Use Riquired Lowest Floor Elevation __ ----------- Ael Built Lowest Floor Elevation _________________ Survey Filed with Building Department --__-_-____ Building Departm�anL Representsitive ' page 3 4� r� f 3'7v J CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date Heated Square Footage �5 e $act 00 Der sq ft = Garage/Shed '� ��� $ i �' c_,...�Qer sq ft = Carport/Porch c _.per sq ft = $ tc ci Deck 0 C $ �!per sq ft = $ Patio @ $_..� CO-per sq ft = $ TOTAL VALUATION: $. -3�' To al ,V�alu0ion 1st $ �P 7 b �Sv� $ Remaining Value per thousand of portion thereof TOTAL BUILDING FEE $ -3 3 2 � + 1/2 Filing Fee $ f' (1 ) Fireplaces @ $15 .00 BUILDING PERMIT FEE $_._ '513 WATER IMPACT FEE $ Ll 30 SEWER IMPACT FEE WATER METER/TAP CAPITAL IMPROVEMENT $ - CNO - SEWER TAP $ �' (l6CIf RADON (HRS) .0050 $ - .3 SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ 4 ( soj ) SURCHARGE .0050 $ OTHER $ GRAND TOTAL DDE $ ADDITIONAL PERMITS OR FFES: Mechanical_; Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: CITY OF Office of Building Official REQUEST FOR INSPECTION Date_ �3 -�,� PermiF No. Time Received _L P.M. Z-� Job Address Locality Owner's Name Contractor BUILDINGg1- — CRETE ' ELECTRICAL PLUMBING MING LIECHANICAL Framing otin E71 Rough Wiring – Rough C Air Cond. & Re Roofing C Slab C Temp Pole _ Top Out Heating Insulation = Lintel a Final E Sewer C Fire Place Pre Fab READY FOR INSPECTION A.M., Mon. Tues, f Wed. Thurs. Friday--P.M A. Inspection Made _ _ �• al Inspection Certificate of Occupancy�= Date _ _ cis Y OF AWanix ` �- Office of Building Official REQUEST FOR INSPECTION Date_ Permit No. Time �� � � A.M. Received _,_ PM. Job Address i 's Locai Owner's 1 Name _ ___Contraetor� — BUILDING CONCRETE ELECTRICAL PLUMBI��MECHAI` ICAL Framino Footing Rough Wiring RoughCond. & : Re Rooting _ Slab _ Temp Pole Top Out Heating Insulation, Lintel Final Sewer _ Fire Place 17 Pre Fab READY FOR INSPECTION AlL Mon. Tues Wed. ! Friday P.M. A.M. Inspection Made --4,L— inspector sf _inspector Final Inspection Certificate of Occupancy Date ,,ss�� ee�€€ CITY OF ?`3&aa.tt& ig — . Office of Building Official f REQUEST FOR INSPECTION ieP Date c LJ ! `9 �, Permit No. — Time Y QficM. 4,t�� Received P.M. � Job Ad Locality Owner's Name Contractor BUILDING Wo ELECTRICAL PLUMBING MECHANICAL Framing - Rough Wiring _ Rough Air Cond. & ❑ Re Roofing Stab >< Temp Pole Top Out Heating Insulation Lintel Final Sewer C Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made PM. IrsRector Final Inspection - Certificate of Occupancy r i Date OI11'; OF Office of Building Official REQUEST FOR INSPECTION Date � __ ___ Permit No. v Time XVI- Received P.M. Job Address Locality Owner's -- 6E�-Name CgntractorBUILDING ELECTRICAL PLUMBING MECHANICAL Framing FcotinoRough Wiring Rough _: Air Cond. & Re Roofing _ "Slab ' Temp Pole Top Out Heating Insulation J 'tel Final Sewer Fire Place Pre Fab READY FOR INSPECTION Tues Wed. Thurs. Friday A,Mi. Inspection Made _ � ` P.N,. inspector Inspection Certificate of Occupancy Date __ PSR-3844 "* 9919 DEPARTMENT OF BUILDN10 CITY OF ATLANTIC BEACH f a - -- PERMIT IN} ►� ' ON .,_..,�----a� LOCATION INFORMATION -___....-- P t N o r a Ai r s 1621 LINKSIDE DRIVE rrPerlfi` I PLUMBING' ATLANTIC BEAc "LORIDA 2 33 It e l`k . NEW . ,: LEGAL DESCRIPTION Type* WOOD 'RAMS LSI 10, Block: section: i 'tStt Use* S INCL FAM"I LY Towns �P: RIVC�. "Iw' �.� 174 i�" C u b<,�:ivis 6n* . ELVA LINKSIDE ` ,stun: Value: Improv, Cost , .O 1 O . .Arte .. 8I 4 3 crtINO I N NOiR NOAPPLICATION .FEES PmMit -610 I F RIV 1AT h IMPACT FEE K�� FEE'CH FLOP 'RADON OAP- .R. . 0 .0 0 nFORM,AON -------- - RADON CAB Vii% .e rr►r ON RlPLUMBI, CAPITAL IMPROVE. ,910 ° . wRmBs 5� CA O. C'x 4 , FLA., 31210 CROSS CONNECTION Type: 4 SEC H IMPACT FES � :» . � 00 CONST,SURCHARGE �; C VAT, a JL NATES: F NOTICE-ALL CONCRETE,FORMS AND FOOTINGS MUST SE.INBPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE " CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER `FAILURE TO COMPLY WITH THE MECHANICS' LIE.Nd LAWCAN,RESULT it t THE. PROPERTY OWN Sk PAYING TWICE FOR BUlLOING IMPROVEMENTS." ISSUED ACCORDINGTO APPROVED PLANS WHICH ARE PART'OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 044044000 000,004040 go50-° ATLANTIC BEACH BUILDING DEPARTMENT ate; 8/42794 41 kotti t?oj', BY, CITY OF ATLANTIC BEACH / APPLICATION FOR PLUMBING PE,R/MIT JOB LOCATION: �__ _ / / � ��C��� ___ --- -- - -/� ----------------- -- ----- ------- PLUMBING CONTRACTORC <? ____________ � ______________ LICENSE NUMB �-C__ 1 ..J, l- /J ---- -------- --------------------- OWNER -C�/ IJ /� �_-_ v BUILDING CONTRACTOR: --- --- --- ---- - --------------------------------- TYPE OF BUILDIKG:----- ------ -- ---------------------------- SINKS / --SHOWERS ----- ------- - ___LAVATORY WATER HEATERS ...BATH TUBS ! DISHWASHERS _-___ _-_URINALS /__DISPOSALS ____ ___CLOSETS _____- __WASHING MACHINE __________FLOOR DRAINS OTHER /2.-TOTAL FIXTURE COUNT �J -------------------------------- ----------------------------- INSTALLATION -------------------- INSTALLATION OF PLUMBING AND FIXTURES •MUST BE 'IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMNBING CODE.-;: ASR•3844 A;` �t � ' rriM { a � 3s3ks DEPARTMENT OF SUILpINI3I CITY OF ATLANTIC'8EACH " OCh �OI't I NFORMAT I OSI - Pi rm t Number: $878 Address 1621 LINKSIDE DRIVE , T P rmit, Type BUILDING AT°L.ANT'IC BEACH, FLORIDA 3433 C I i 'Work, NEW --------- LZOAL DESCRIPTION - - . Ci0ns,tr . Type: WOOD FRANk Lot : 105 Block: Section . I Dro ss,ed Uset SINOLE FAMILY 0; Dive l i nes : I Code Oubid,s i oxo. SBLV'A L INKS I DE #2 r Estiimated Value: S,'07 5 1 00 Improv, Cost : O,0 Total l Feet . 2IS a .C� Asaunaid:, a6 .C3 B -3/ 4 x u ' NEW HOMEPER F A S H5F L'F 4#f^wyrzfl mry 4 $.w d �ryi" .k *"'" ,; iw�RMIT AzIdI~ Iw1'3' DRI S T kI d WATER 14PACT FEE $430 .00 ` r ,L` LiS.r LR,cDA 322r� R` L '# ' r'. +c "` '�,.G " . 00 F "` r fia T INFORMATION - RADON, CAB . 3 8 Nara N ESTATE;, C"APIT"AL IMPROVE 15325 .0 A SEWER TAP D 2 0 .00 _ JA "'x V.I,.L CROSS 'CONNECTION,'" .t�0 L I��*1���« CRC�1' � 34 Type: 54 SEL" H IMPACT FEE CONST p URCHARCE 1 NATES: NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHSAFTER DATE OF ISSUE ;16UIE�?FNG MATERIAL.RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE AND MUST� CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN i THS PROPERTY OWNER PAYING TWICE FOR SUILDING IMPROVEMENTS." �x m ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS,PERMIT AND SUBJECT TO REVOCATIONTOR t:. ;VIOLATION C3F-APPLICABLE PROVISIONS OF LAW. 1 AjLANTt W'JI3kJ1LDING IP' TM' , fi' 1' MeA 4106/24 W. Ii p i;"t(<CASH �. to , CITY OF ATLANTIC BEACH, FLORIDA a APPro"dby-"' APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR; 19 DATE:�� � �_ IMPORTANT NOTICE: , IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC REACH ORDINANCES. ELECTRICAL FIRM: MAST E I:CIRICIAN SIQN6TUREJOURNEXMAN NAMV�_21 N_!. 6 A;Sl,_.ADDRESS:146.gL L-✓/�/1.� E� RFD BOX BLDG.SIZE BETWEEN: RES.K APT.( ) COMM.( ) PUBLIC,( ) INDUS.( ) NEW 0< OLD I 1 REW.( I ADDITION( ) TRAILER ( 1 TEMP.( ) SIGNS ( ) SO.FT. SERVICE: NEW. INCREASE( 1 REPAIR ( ) FEE CONDUCTOR SIZE :34AMPS D COPPERf ALUM. MffiTCH OR BREAKER ® AMPSPH W 4�f�VO LT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT _ FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. -J AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT t 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. IILP. VOLTAGE PHS MISCE;LLANE O%JS TRANSFORMERS: UNDER 600 V. OVER 600 V. a NO. KVA iNO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEESCd 1 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC ElEACH ATLANTIC REACH. IFLORIDA 32a33 APPLICATION FOR MECHANICAL- PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II.,111, and IV. I' Street Adders: _1621 LINKSIDE DRIVE WEST _ LOCATION OF Inf•rtrctinq steeft: tniot.aeATLANTIC BLVD And SEMINOLE RSD WILDING s�b•d�rition SELVA LINKSIDE LOT 105 II. IDENTIFICATION — To be completed by all applicants In considaretion of permit given for doinq the wort At dot6bed in the abcve statemtnt pea hereby sgrea to Re'lc•m to;d .o•t .;A the ottschpd plant and specifications which are a part heeof and in accordance .ilii the C;ty of JacltowiX* ad�-meet a^j of good practice listed therein. Na+.a of Machenical ConNaclon Coalrac►er (nit) MANDARIN &T & AIR Ma►.r CACA12623 Mare of hopwrty O.nar s4astue of Owner Signature of w AYlheri eJ Agent CENTEX HOMES Architect or Engineer Ill. GENB AL INFOWATION A. Type of!►eating Net: e' IS OTHER CONSTRUCTION ICING DON[ ON YES O�Kactric T411S SUILOING OR 31TC T /❑ Gas•—❑ LP ❑ Nehual ❑ Central Utility 1I YES, GIVE NUMaER 0/ CONSTRUCTION ❑ 02 PERMIT 6878 ❑ 0'rk" — Specify (Y. wsCKMCAL EQUIPMWT TO /E INSTAULD N URE OF WORK !provide tomplote(list of compose k on bitch of Mil Barr►) Residential or f) Commercial Heat ❑ Spam ❑ Recalled �- *ntrel O Boor /j{ New Building -Air Condrt;*a q: ❑ Root. ❑ Control ❑ Existing Building �`taad Systems: ►Aateriat Tlticksou_ 0 Replacement of existing system Mesion.. capacity 1Q00 alit, {Eli-- Now Installation(No system previously in311110 o) ❑ 14#69en604 ❑ Extension or add-on to existing system ego ❑ Other — Specify ❑ Cooling toww: Capecity 0� Q Fin sprinllan: Number of haadrv. `— ❑ Eiwetw ❑ Maaliff 0 Escalator (t►emberl THIS SPACE FOR OFfICE USf ONLY ❑ Gf"s-it pure; jnumber) �Reaired) ❑ Taa1c_ jeuntlawj Remarks ❑ U►G czataiaws� (nur.berJ ❑ Uefired preuwe per« Permit Appmyed by Dab. ❑ CdS.r — Specify Permit h- LIST ALL EQUIPMENT AIA CONIXT10NING AND REFRICERATION EQUIPMENT Number Vnlu Deocriptbo Hode1 Number Hanutacturer (TbaajY A easy s rw 30 TRANE Zz lum /D, HEATING I FURNACES, BOILERS, FIREPLACES Capacity Jwpro"As Nvabes Vn1L T)**crlptlan 3[o4e[Number Manufacturer _661-m—) Jt,+•*tncy TWE030 TRANE 30,000 al 7.10 /0' O� -6—KW TAN KS Hoer many Norriaal Capacity Type Uquld Naas*ott Serial Ap toying ama Dtmatoasooa Contslnod 1Lanutsctuter No. ency i MR4W9133 DEPARTMENTOF BUILDING CITY OF ATLANTIC BEACH NF?5ffiW IO Permit Number, 9133 Add y: 1621 LI KaIT E DRIVE VXJT Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 'IAss Of Work.* NEW -- . » LEGAL DESCRIPTION Constr.; Type: WOOD FRAME Lott 105> Hlsack: pert tin$ 'Proposed Use: SINOLE FAMILY Township Dweiii.ngs: 1 Cade: Q` Subdivision':. SELVA LINKSIDE 42 Eat.% ate 'Vaue: ` $O ,RR rtkprcav Cost .- r to Total Teas , ► " Amount Paid: Bate �� ��.26/94' �a be NL rem a ItNt PRT RMT) -0 404 Iq am lama ' J �wPE1IT C Ad al re s DRIVE Wim "4 s �,� WATER IMPACT FEE .QCT ; +' kw(le , CH, FLORIDA 3223 SEWER IMPACT FEE $0.00 kQn a 9 C WA METER AP $A .tQ. s Ti 1�y �+NFO/�RMAT IO/'yipN DCS.. Name: D N T AIRi, CAI�IT'AL IMPROVE. $0.00 Adds~eaa , 49 t U ROA SEWER 'T'AP $0 .00 I L e FL. CROSS- CONNECTION $0.00 L Onse: CACA Type, 0., ., SEC H IMPACT FEE $0.00 ` CONST.SURCHARGE ! f, a SC ARGZ/ATL.BCFI 4: Y " $0 .,t?Q j 4,' 4 I - r r NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULER AWAY BY EITHER CONTRACTOR OR OWNER l AILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULTIN TH=E PROPERTY OWNER LAYING TWICE FOR BUt1.C31NG'IMPRCIVEMENTS." t ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO RE TION,FOR VIOLATION OF APPLICABLE PR01/tSttJNS OF LAW. � ATLANTIC BEA H,,BUILD 'D ART NT ,, - . TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address se*mzexxx=xgixhim*xmpdxmxa&xbk@x Please update your records accordingly. Tha , u� L IMG CLERK CITY OF ATLANTIC BEACH /vcb _0t,��.. /CITY OF Office of Building Official REQUEST FOR INSPECTION Date ! U , Permit No. Time , Received _ r `f v M Job Address Locality Owner's Name _ �_` Contractor BUILDING CONCRETE ELECTRICAL LUni{BWG �-AjECHANICAL Framing Footing Rough Wiring Rough Air Gond. _. Re Roofing _ Slab = Temp Pole = Top Out Heating Insulation, Lintel Final — SewerFire Place Pre Fab READY FOR INSPECTION A.M. Mhurs.on. Tues Wed. TFriday P.M. A.M. inspection Mads ___ j/ — ____ P.M. tor_ �,�ti Final Inspection C nsp...r. Certificate of Occupancy Date f 10 6 C/ CITY OF T<91 � Off€cc of Building 01ficial REQUEST FOP, INSPECTION �`�1� �' 4 Data _ --- Permit No. Recewed f�r��_�7 r�. Job Ac'r:ress Locality idame Contractor BUILDING CONCRETE ELECTRICAL €'LUNIBING MECHANICAL Framing Footing Rough Wiring Rough _ Air Gond. Re Rocikmn, Slab Temp Pole Top Out Heating Insulation Mintel _ Final Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. FTues ;00vtNed. Thurs. FridaylnSpvCLGn w Idc - S pRefer _ Fma'Inspection -- Cet ic;te of Occupancy C .` CITY OF /_ � � 744dL�c - A�-99kul a Office of Building Official REQUEST FOR INSPECTION Datet� – Permit No. Time A.M. Received P.M. Job Address Locality Owner's Name _ Contractor �� G- -L� , _ ONgRETE 'RLugh AL\ M G MECHANIC Fooling ShWiri rRo-.gF- Re i Roofing Slab - Temp Pole C Top Out Heating Insulation Lintel - Final ': Sewer Fire Place - Pre Fab READY FOR INSPECTION { M. Mon. Tues Wed. hurs` Friday A.M. inspection Made P.M. Final Inspection Certificate of Occupancy Date _ _ �_--- 1 aF ADDITIONS or CORRECT16-NS f • NOT REMOVE o►ta THIS JOB HAS NOT BEEN COMPLETED ` The following oddittons or corrections shall be made before the job will be M epted p 04- -7 won wr 0,77777-7 fir F 31' // /d/5 1!kweG/jam .( ry 4"A77 e-e It is unlawful for arty CdrpMre• Contractor, 6u?t7er, or other`persons, to Covet or Cause to be covered ar.r DDr'of the work with hoorrrtg, loth,forth W other matertai unni the ptope' -nspectat has had ample tine to Opptove the 1Mtallat,on After eddhions or correc+cont have been mode, u1 �,(r bvifdiap Deportment for ort ;nspet Tion. F,e:d ;^%Wtws are the office frarn t..1�.—f0�.�e.�.�_MO^jai •h.pugh fr�deY �+.�w�ti„ <.K � (r. �` L-t,,.-^x_✓'�,r ,fir 6..7is CITY OF f 4&A& 13e=A v 0;&u-ds Office of Building Official REQUEST FOR INSPECTION �� L Date / Permit No. Time A.M. Received PM. Job Address Locality Owner's 1 "� 4 Name Contractor 104� t BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A:M. Mon. Tues. Wed. Thurs. Friday �J Inspection Made �— — / A.M.A.M Inspector + Final Inspection ❑ ertificate of Occupancy Date DATE: , YI__/_--_ PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: ------------ ------ ' ------------------------------------------------- ------ ' ------------------------------------------------- ------ '------------------------------------------------- ------ ' ------------------------------------------------- Enclosed are the blue copies of the permits. SINC RELY BUILDING INSPECTION DIVISION f cc:FILE Il Lu.@E SMALL K OF THE SPECIFIED MINIMN NUDES, a CONNECTOR PLATES MALL K LGTA AAAI SVN ETRICALLV ON 91 iMIS DESI00 IS MwLICAILE TO SHORTEN SPAN TRUSSES OF 631 � IHOTGTES LATE-AL SAACIHO MEMBER IIX4 NTN.) SPECKS. NO NAXIMAN MOISTURE CONTENT. ON SUCH THAT ME JOINT. IDENTICAL LOADING AND CONFIGURATION. 141 INSTALLATION AND ERECTION OF lK IMAIL 001bWENT, AID IS Of H1@HEA ALLONAkE Sipe"VALUES, ALL VALUES USED 0) TOP C"WID SPLICES Am MCi KL'OIOwas TO OCCUR 101 THE TOP GOA@ D SHALL K LATLN"T ORACLD EITHER Or 3/0' TE.p�A-r ,RACING 6101.L0 K ons IN ACCORDANCE 011n FOR DESIGN AK OASEO ON THE LATEST EDITION W TK MM OIKCTLV AWE A GGTTON CNORP SPLICE. IM/N.) "AIMING OR NIACIN@ MENKRS SPACED AT 3'-0' O.C, CUP ENT IPE @RACING ND IRCCTIGH PL.OLICATIONS, ' TIONAL DESIGN STANDARDS PYGLISNED BY ht NATIONAL 71 Y-It000 APPROVAL M-NKM LEC 874L MA TCM 1014. 2000 DUX,)• IG THIS DESIGN COWLVWS 10 CInNENt 101 OESILR SPECIFICA- FMESf PMOOUVIS ASSOCIATION, T104, SOCA FILA NM-IEb II) THIS 001100 CMOAO WALL K LAZE-ALLY&RACEO EITHER by TIONS FOR METAL PLATE CpANECILD 1)00 I"SE@ AND 1) THIS DESIGN IS GATED ON CLARY CONNECTOR PLATES ONLY. Of THIS TOM 14AS KEN OESIOIED PON TN LOAOINS SHOW 1/2'941M.) DRYWALL ON GRACING NEASERS SPACED AT 20'-0' Q"L1lY SIANDAPOS FOR TRUSSES. O) COWECTOA PLATES SIZES AN EASED ON AXIAL FORCES ONLY, ON THIS ORAMINNS. 1NS7ALLATION"UK SHALL CONFORM 0.0 WAX.I• 1G) ND TENKA OF THE IRUSS MAY SE CUT W MODIFIED IN ANY KAY- 41 CONNECTOR PLATE SITES ARE GIVEN 0 DES. AXIS GV 0 DEO, MIIN THIS OESIGHL 121 ® 1101CATES GEARING LOCATION. AXIS (VEP. Gr 1101013 1. -Odd Pleb Length Maximum deflection occurred 6.720 from the left end of bottom panel #4. -CONFIGURATION S LOADING SPECIFIED BY FABRICATOR. -Plate turned 90 deg. Maximum Live Load Deflection of .234'. Index-.414. (L/871) -PLATE TOOTH VALUE REDUCED BY 159. P-Typical Panel Maximum Total Load Deflection of .322". index-.379. (L/633) -HORIZ. STRONGBACKS PER PCT-80 SECTION 800 REO. Total quantity of trusses - i 175 L Is x TK Mc Mc ITTto EIn 1n En Ito In O1 X X X X X X x x x x x x x x x x x x x to At in ,., EV 1n cu In nl In CU to tU tD 14' to to of 1n lD In IC in in ND to R-1568 In U-) R-1568 13.51 13.51 TP-31 19 L HIS TRUSS ANALYZED WITH PPSA3 ORCES (Left to Right) OP -22SO --2280 -5182 -5182 -6517 -6617 -5617 -6617 -5162 -5182 -2280 -2280 EBS -1533 2653 -249 -1975 1529 -219 -1088 645 -219 -218 -218 -219 645 -1088 -219 1529 -1975 & -249 2653 -1533 OT 0 3915 6083 6798 6083 3916 0 CLARY A Division oT PLATE TYPE: O.C. SPACING LOADING OW) TC LUMBER2-4x2. 02 DS SP DESCRIPTION �Q ALPINE ENGINEEREO PRODUCTS Inc V-2000 2-0-0 40 i6'11-3/4' GARAGE HEADER A 1801 S. GREAT SOUTHWEST PKWY, 5 0 LL TCiO BC L~R2-4x2 02 DS SP ENO. FOFt E 8 0 GRAND PRAIRIE. TX 75051 OL TC 0 TRUE TRUSS INC. OU iCE Program (214) 680-3940 LL SC WEBS 4x2 03 SP MEMBER TRUSS PLATE INSTITUTE 1122 si 33% OLTOTPROJECT: MASTER - OATFo6 OCT 1992 sc��2 EXCEPT AS MAY BE NOTED TRUSS SPECIFICATIONS FOR CENTEX 3705 6 & 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 StatuteThapter 471 and Rules of the Florida Department of Professional Regulation Chapter 2111-23. DRAWING NUMBER DAZE 14957 10f19 REV1 5-1-1993 14957 2of19 REV1 5-1-1993 14957 3of19 REV1 5-1-1993 14957 4019 REV1 5-1-1993 14957 5019 REV1 5-1-1993 14957 W19 REV1 5-1-1993 14957 7of19 REV1 5-1-1993 14957 8of19 REV1 5-1-1993 14957 9019 REV1 5-1-1993 14957 10of19 REV1 5-1-1993 14957 11of19 REV1 5-1-1993 14957 12019 REV1 5-1-1993 14957 13of19 REV1 5-1-1993 14957 14019 REV1 5-1-1993 ftF�t 14957 15019 REV1 5-1-1993 `���tt1111t t!! tad. 14957 16019 REV1 5-1-1993 14957 17of19 REV1 5-1-1993 ``�* � ''(A � 14957 18of19 REV1 5-1-1993 ' 14957 19019 REV1 5-1-1993 _ - !� �� E ITEX 370.5 E`Q� I LUIOC P S"ALL BE OF THE SPECIF IEO 141111MUM GP-'OES. 5- C:AI11FCTDQ PLATES SMALL eE ViSt-I-LED S't44ETPI--ALLV Oil 10: A L JEFISIiri CHORD 4E!�BEPS ASS�IME() TO BE'C0187INUO"'S.1-1 13� -7- ItIDICATES LATEPAL,BP-�I?JG HE��-E- "III S�E-IE S. A110 J9%MA�IM`JM MOISTUPE C011TENT. -3P SU�H THAT E JOINT BRACED By EITHER 3/8 iMIW PLIWO-00 SHEATHING. 112' IA� IIISTALLATIOI Air,EPECII 11 3F THE I -JSS, At:C ;H -1PCA ICE UP 3P BPACI?IC is ^F M15HEA ALLOWABLE STPE SS iALUES, ALL /XLUES U E �P CHORD SPLICES APE HOT P COMMENDEr TO OCC fMIIH OPINALL MEMBERS SPACED 10' IMA/: TEMPGPAP BRACING SHOULD BE OUNE IN AC-- IT, F OR OESIGr4 APE BASED Oil TH LATE ST ED ITID; FOt E IJA- 71 rIPECTL"PABO'VE A BOTTOM CHORD SPLICE. Ut' E��SMt4 TEDIOTHEPHISE CUPREtIT TPI BPACIIIS A110 ERECTION PjBLICATIIIIS. B I SHED SS 'M Cer F I ASSOCIATION 7251- 8DC A FILE 86-125 A ,B I EITHEM 3/0 MITI, LfWQOD SHEATHING. 1/2' T 1O"S FC�P METAL PLATE CGIIIJECTEO WOCO 70USSES ATC 21 THIS DESIGN 15 BASED Oil CLAPI C0141EC10- PLATES 0111y 8) THIS TRUSS HAS BEEII OESIGtIED FOR THE LOA ING SHOW1 :141ti.) OPINALL OR BPA'I I IG MEMBEPS SPACED AT 16' IT c. GjALITf STAITDAPOS F�P TPUSSES 11 COTTI'Ec TOP PLATES SIZES APE BASED ON A/IAL FOPCES OtiLl. 011 THIS DRAW1116. DISTALLATIO11 AtIC USE SHALL COCIFOPM NAY!. U11LESS 110TED OjHEPWISE. 16� jj�j OF THE TRUSS MA, BE CUT OP NOCIIIED 11) 4141 WAI, -REPETITIVE 14EMBEP STRESSES NOT USED. -AODtTIONAL PLATING FOR HANDLING TRUSSES 15 PESPONSIBILITf OF F,4BRICATOR. Max Height 2-10-3 74 PLF 12 2610 3694 424# 5330 20 PLF 5420 3x4 X CODE: Standard Buftding Code (SBCCI 1991) 5-0-0 WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13, TRUSS LOCATION: (Se) area 5-0-0 UPLIFT CONNECTION REQUIRED: Z 6 0 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 2 Special Loading: Refer to Loading Diagram Mid panel point deflection 1387 EV r CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUS ONO GIRD T-2 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOFL, TRUE TRUSS INC - SOS IBOJ S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 B DATE: I Feb 1993 GRANO PRAIRIE. TX 75051 7.0 OL TC 7 2X6 Of Ds SP LAYOUT 10: ?F tq p�i C.""EC'ro PLA TE S I ZES ARE CALLED OUT WIDTH ;ACAGSS SLOTS! WITH THIS DESIGN 121 111DICATES BEAPIN,LOCATIOti. 171 SPEfC4:EIfAA!ERAt4DLI1J0 CAPE SHOULD BE TAIEN OUPING SHIPPI10 AND MEMBER TRUSS PLATE INSTITUTE 48 33.33 OL BC 10 2X4 03 SP ADDRESS: SCALE:TOTAL 47 EXCEPT AS MAY BE NOTED \ ~ l_-3/4- JU�U� 1L !1BEM S+.LL BE OF IME SPECIE ILD MHIIRUM - (C.- 5 t51111Fc100 T'L TE,SHALL BE IHSTALt.ED S•lA4EIRI",--LL1 DII It, AL1. 111190141 CNnl,uLIQER nIEC 10 BE'C0HTll1U0SLI 1'3' � DDI',AlFS LATEF+AL P r 11$4 11111 /4 •, X SFE-I 5, AHD 19%HAX.I111141 M0I51'JFE C311TEFII S.-1 THAT THE .101111 BRACED B. EITHER 3/9' .11111 t-L•N33D SHEATHIIIO 1/?' IAI I tISIALLATI-.;11 Allis L.FE`_lI'!I -E TTU-,S. IS ;.F HIGHER ALLOWABLE STRESS IALUES. ALL rALUES USED 6� T•'P CHCRG SPLICES ARE HOT PECGml4EHDE0 TO Ci^_C.IP 91111; DR•NA LL OP BRACING MEMBERS SPACED 10' O C (4- TEMPI-PARI 611-CIMS SHO-11-174 BEOOIIE Ill AC"':ur,c;•s n, n FOP OESIGH ARE BASED DH THE LATEST EDITION vF THE HA- GIPECTL• ABOVE A BDTTF14 CHOPG SPLICE. ,ULESS 1113TED GTHEPNISE. CUPPEHT TP1 BPACING AHG ERE'=T IGH P'-ISL I�AI1',1+5 TIDNAL DESIGN STANDARDS PUBLISHED BI THE HAtt DN41- •I I-2COO APPROVAL NUMBERS: !H3C 2342. FHA TCB 2014, SBCC 11) ALL C!'�14PPF 551 G" CW-)R 1EfABEPS 7.55'/ME0 TO BE CGIlT 1tID0USL 1151 THIS DESIGN CONFORMS 1G COPRENT TPI OESIOII SPECI�ICA- FOREST PRODUCTS ASSOCIATION. 7251. BOCA FILE 86-125 BPACFD B+EITHER 3/8" �HIHA PLIW EGD SHEATHIRG. 1/2' T1G115 FGR 14ETAL PLATE CGH1ZTEG WOM TPL'SSE5 A;IG 21 THIS DESIGN 15 BASED ON CLAPI COHNECTDR PLATES 0111 . BI THIS TRUSS HAS BEEH GESIGHED FDR THE LGADIHG SHUWH 441H.) DPIWALL OR BRACIRG MEMBERS SPACED AT I6° fl C. DUALITI STANDARDS FGP TP US3ES. 31 COHNECTGP PLATES SIZES ARE BASED Oil AXIAL FORCES Ot IL-I. ON THIS DP A WING INSTALLATIGN AIID USE SHALL CAIFOPM +MAXI, LIIIL E55 NOTED OTHERWISE. 16) 110 MEMBER OF THE TP!ISS MAI BE CVT OR HJGIFIEII :11 All• 11,• Al C•311HECTGR ELATE SIZES APE CALLED 0'JT NIGTH (ACPGSS SLOTS! WITH THIS DESIGN 121 ® 11101CAIES BEAR 113 1-0%tIC41. 17! SPECIAL HAIIDLING CAPE SHOULD BE IAKEH GI'nI Nv cHIrPI nP AUG, B-I LENGTH IALDHG SLDTS; AND THE OPIEHTATIGH GF THE 9: THIS DESIGN IS APPLICABLE 10 SHOP TEP SPA" TRUSSES DF EPECTIGN OF iP'JSSES SEE HLB-91 FOR PES"!'MHETIOAIIOHS R C OU T R C GN GF TH T LENGTH, G HT C 0 D NG HG CONE G'JP i DH. -CCAIJD LOAGIIIG SPECIFIED Et FABRICATDP 1 -REPETITIVE 14EMBEP STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS RESPDIiSIBILITY OF FABRICATOR. 5-0-0 1 1 Max Height 2-10-3 74 PLF m x N �a f 634 6 Sfi 3d m i 0 111 9054 9054 1069# 10694 13.5)30% [3.5)30% 410 PLF II 1 9 m Forces tL-P) N NBUILDING © CODE Standard Buildi g Coded(SBCCI 1991) 5-0-0 i WIND SPEED: 110 mph 1 MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area q 5-0-0 ( UPLIFT CONNECTION REQUIRED: /S # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Special Loading: Refer to Loading Diagram Mid panel point deflection .1387 REV 5-1-93 (WIND)f.,y CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 5'0" MONO GIRD T-2 4W9 ALPINE ENGINEERED PRODUCTS Inc V 2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SDS Il+ 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 8 DATE: 1 Feb 1993 ^ GRAND PRAIRIE. TX 75051 7.0 DL TC 7 2X6 #1 DS SP �OFIt'�1 LAYOUT I0: (214) 660-3940 L L LL BC 0 WEBS 48 OL BC 10 2X4 #3 SP ADDRESS: SCALE: — ---- --- 33 --- --- �� MEMBER TRUSS PLATE INSTITUTE 33. TOTAL 47 EXCEPT AS MAY BE NOTED 3/4 11 1 L4EP SN_LL BE OF 1,4 SPECIFIED MIIII IA'�u •I11S , C�t41F�TOP PL IES 5H:-L I. 1?E IIISIALLEO S'MMETPI!:.•.LM.r Orl ID; ALL IEII'';1'IH rI 1111't.. ME MBEP S A,S.IHLD 10 BE II XIII I 939JSLr 13 .3 IIIDICATES LAtERAL 0 :1'I, MErO I n .•1, SPECIES. AMID 19%MA/IM!IM NoISTJRE COITEUT. JP 5'_H THAT THE J0111T BRACED Br CITHER 3/0" T+I H� PL'NDUD SHEATHIt13. 1/2' 14! It1STALLATIGU AIIC E E-T1GH GF INE TP'JSS PE�u!IE11 1„ 15 OF HIGHER ALL JN ABLE S(PESS ALUES, ALL /AL UES USED 6� iGP CIKPG SPLICES APE IIOT HECGMNEHUEG TO G�_t.Rt IMI H� DP(HALL OR BRACING MEMBERS SPACED f0' o c. IMA,,I TE14PCPAP'I BRACING SHJJLD BE OOIIE III AC LRLAIICE KITH FOP DESIGN ARE BASED Ort THE LATEST EDITION GF THE HA- OF RECTL'I ABOVE A BDTTGM CHORD SPLICE. UNLESS NOTED OTHEPNISE CUPREIIT TPI BPACIIIG AND EPECTICN PUBLICATI011S. " FINIAL DESIGN STAtCARDS PUBLISHED of THE RATIONAL 71 V-2000 APPROVAL I&FIABERS: 'UBC 2342. FHA TCB 2014. SBCC 111 ALL CDMPRESSIGN CHORD MEMBERS ASSUMED TO BE COIITINVD'JSLN51 IHIS GES IGtl CCTFDP14S TO CURRENT TPI DESIGN SPECIFICA- FOPEST PRODUCTS ASSDCIATIOII. 7251. BOCA FILE 86-125 BRACED B/EITHER 3/e" MIN.! PLfWDGD SHEATHING. 1/2' TIGNS FOP METAL PLATE COIIIIECTEO WC-0 TRUSSES ANG 21 THIS DESIGN IS BASED ON CLAM CGHIIECTDP PLATES GNL,` B) THIS TRUSS HAS BEEII DESIGFIEO FCA THE LOADItIG SHOWN !MMU.) DRIWALL UP BRACT IIG MEMBERS SPACED AT 16- o.c. OUALI7f STANDARDS POP TRUSSES. 31 Cot #IEC I OR PLATES 512E5 APE BASED ON AYIAL FORCES ONLI, Ofl THIS DRAWIIIG. INSTALLATIOII AID USE SHALL C011FGPM 114AY!. IUILE SS 110 T E0 GTHEPWISE. 16! 110 MEMBER DF THE TRUSS MAI BE CUT OR HOC•1FIE0 III All, WA. 4! COr#IECTOR PLATE IT APE CALLED OUT WIDTH iACPGSS SLDTS WITH THIS DESI34 12) INDICATES BEAR IUD LDCATIOII 17! SPECIAL HANDLING CAPE SHOULD BE TAKEN LUPINO 9q PPIHB AIID B'I LENGTH fAL DIIG NIS! LOT Si Atx1 THE OPIENTAT10N OF THE 9: THIS DESIGN IS APPLICABLE TO SHDPTEP SPM! TRUSSES OF ERECTIGN OF TRUSSES SEE HIB-91 FOR RECGMMEIIOATIONS C 0'JT T D R C II F THE ( UGTH. In t1T C 0 0 MIG tM'i CONFIGURATION. -COIIFIGURATIOI I A140 LOADING SPECIFIED BY FABRICATOR -REPETITIVE MEMBER STRESSES IIOT USED. -AODITIOIIAL PLATING FOR HAIIOLING TRUSSES IS RE5PONSIBILITY OF FABRICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLAR(. RUN 5-0-0 2-9-0 5-6-0 2-9-0 5-0-0 RUN 74 PLF 1-1-7 02 92 Max Height 2-10-3 5-J-0 16-'-O92# 92# 360# 305# 305# 368# 12 12 b ( y 6 F77, Q6 \ D S*5 3.4 3x4 D S"5. \ \ 174N 174# FR1 0 Iv 47# 710# 401# 710# 47# o I 1 e 180511F 1805# 4x4 4x4 13.5152% 13.5152% 3Y,B Bx6 3x8 20 PLF 5-0-0 5-6-0 5-6-0 5-0-0 2A#5AF, 53 Y 2AFF 1-0-0 1-0-0 21-0-0 Forces rL-P) D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 1 Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom joint #3. Maximum Live Load Deflection of .152" (2/16), Index-.218, (L/1658) Maximum Total Load Deflection of .239' (4/16), Index-.228, (L/1054) 'REV 5-1,-93 (WIND)A -F CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'0" HG-5 T-3 ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 30 2X4 N2 D5 SP ENG. FOR: TRUE TRUSS INC - SOS 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 B DATE: i Feb 1993 Q GRANO PRAIRIE, TX 75051 7'0 DL TC 7 2X6 #1 DS SP DFI I 1214) 650-3940 PLATE AREA: VTN-C-.-FM-9TL_ LL BC 0 WEBS LAYOUT tO: — 368 33DL BC f0 2X4 d3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE .33 TOTAL 473/16 EXCEPT AS MAY BE NOTED 1 1. LJt.BEP<-HA-L BE OF INE SPECIFIED'AIU11AUM rc4DES. 5- C,.UllECTOP PLATES SHALL PE TIJE74LLED S,PMFt PIAf_I U1GALI -S-I-I_ _1,110.0 _M-EMPf ... -10. - C HI rU1..1. , 13, I DI-'—A_IE...S. L.-.___IL - iSPECIES. AOU 19% +G/l4UN AO15TJPE COI17EII Ju 5_=H iH:r +E _]lilt EnacEC,6'EI114EP 3/8" IAltl L'0OJU SIACATIlU; 1/2- t<1 11514LLAi1GU ArIC. EPVCI!'I . -_ �r T'IEIS:,F HIGHER ALL3048LE STRESS /ALUES• ALL IALUES USED 5, TCP CWPO SPLICES APE IIOI PECGMI4ENGEG TG 6=IR (MI 11OPINALI 3P DPACIfl' MEMBEPS SPACED I" u c NA, TEMPCPAPI BPACINS SHC AG 8E f10HE 1+ L IC 'I•�1 �.Ir. fD0 OESI SU RPE BASED GH THE LATEST EOIlI3H h THE IIA- GIRECTI' ABO'IE A 801 TGIA CrtUPG SPLICE •Jill ESS tI0IE0'�inERNISE CUPpEtit TPI BRACING At1C ENE_tl:ll t OL1_ I,_I' It OIIAL GESIGII STAIIC•APDS PUBLISHED B' THE NATIONAL 71 V-2'400 APPROVAL M'JMBERS: 'UBC 2342, FHA 1'B 2114. SBCC III ALL CC•I4PRESSM,CHCPG 14EMBERS ASSUMED 70 BE ''.!'•IIT III'JO'JSL 1751 THIS GESIOFI COIff UPMS T3 CUPPEw iPi CESI':U <_ _ FI_4. FOREST PPOGJC.TS ASSOCIATIOtl 7251. 80CA FILE 86-125 BRACED OI EITHEP 3/0" ;MN,: RLINDOO SHEATHIIK-. 1/2" TIGtIS FCR METAL PLATE CC HIIE=iEG NO:iO IPCSSES - ✓ 2) THIS OESIGII 15 BASED OII CL4P' COUNECTDO PLATES SIILI. P) THIS TRUSS HAS BEER GESIGIIED FOP THE LGADIIIG SHOWN N111.) DRINALL OR PPACIIIG MEMBERS SPACED AT 16' o C. DUALIT' STANDARDS EDP iPUESES. 31 COIIIECTOR PLATES SIZES APE BASED ON AXIAL FORCES ONLI, Oil THIS DPAWIiIS. INSTALLATIDII AUG USE SHALL CC44FDPM :MAY). UIILESS DOTED OTHERWISE. 161 UD MEMBER GF THE IP'USS NA. PE r!'T CP NUGIFlED III Alli H, A! CO;ff ECT 00 PLA1E SIZES PRE CALLED OUT WIDTH (ACROSS SLOTS;• WITH THIS DESIGN 12) K3 If10ICATES PEAPP13 LO•_ATInll. 17! SPECIAL HANOLIIID CARE SHO'JLU EE TAKEII OL'PI113 SHI�.1113 8'I LEIIOTM fALOHO SLOTS! AIIG THE OPIEIIIATION OF THE 9,� THIS OESINI IS APPLICABLE TO Sf1OP1FP SPAN MISSFS OF ----- - --- ERECTTOtl DF TPUSSES SEE HTB-91 FOP PE7CMMEIIDAT10NS----� SILLCA 0L Jl I$ THE DIRECTION OF THE LU _LLr [(ifUiiCQ�0�01ftG[,Itt;CQNFIG'_FI II,Imo_—___ -COI IF I GURA T I GI I APIA LOAD 7116 SPECIFIED Bi FABP I D4T R —REPETITIVE MEMBER STRESSES NOT USED. —ADDITIONAL PLATIHS, FOR HAIIDLING TRUSSES 15 PESPOIISIBILlle OF FABRICATCP, —1H1S TRUSS IS DESIGNED OIILY FOP 111E LOADS SHOWII. PRI)"/ISIJr! FOP THE PREVENTION OF PONOING MUST BE MADE AND IS HOT THE PESPFJI15IBILITI OF THE TRUSS FABRICATOR OR CLAP7, RUN 3-7-8 3-4-8 3-6-0 3-6-0 + 3-4-8 3-7-8 RUN 74 PLF 1-1-7 1-1-7 Max Height 3-10-3 ,r 12 - �6 254# 2590 2544 L y i 12 C, 3x4 u 241 248# 6 �.y$ D L \ y m 2k3 2+I� 123N 1230 0 to 650 136# 1380 561 T T I I m 960# 9601 V [3.5138% [3.5)3P% 3x4 3x8 3x0 3x4 3x5 20 PLF 7-0-0 7-0-0 7-0-0 1-0-0 1-0-0 21-0-0 Forces!L-P) D> 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: -7 # 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 #2. Maximum Live Load Deflection of .073" (1/16), Index-.104, (L/3452) Maximum Total Load Deflection of .114' (2/15), Index-.109, (L/2211) REV 5-1-93 (WIND) f-LF CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'0" H-7 T-4 w ALPINE ENGINEERED PRODUCTS Inc V 2000 2-0-0 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SDS RAN S. SSWAIR PKWY. LL TC 30 BC LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993 GRAND PRAIRIE, ix 75051 7'0 OL TC 7 2X4 /2 N SP 0� (214) 660-3940 LV C L LL BC 0 WEBS LAYOUT I0: — --286 — -- OL BC f0 _ ---2X4 E O - -- ADDRESS: - - SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 3/16 EXCEPT AS MAY 8E NOTED I LJ EER SHALL BE OF i E SPECIFIED 141111M;J1 -POUFS. 51 COTPIECTO11 PLIES 5144l eF IIISTAILEO S'MMEf"ICALL+ (NI 10: ALL IEHSI'.M a 0QU•MEMeFPS ASS.NMFU TD RE CUHTIIAYTJSL+ 131 :'- t11DI-A7E5 LATERAL BP4_1116 SPECIES Ally 19%MAIIM'UM MCISTUPE COUTE1N7, JP SUCH THAT THE JOINT BRACED BV EIIHED 318" (MIM PLVNOJD SHEATHING. 1/2' 14! IIIStALLATIGM AIC,EPE•LTIGti OP' IIIE I4'J's5, FE R1+=111E 111 -C I, IS .Of HIGHER ALLOWABLE STRESS 'VALUES, ALL VALUES USED 6! TOP CKCA0 SPLICES ARE ItUT PECOMI4EtIDEG t0 GCC'JR (MIH! DRINALL UP BPACIIIG MEMBERS SPACED f0' O.0 (WAY- TE'4pCAAP'V BRACING SHG'JLG BE DONE IN ACC`AC 1.rE HITH FOP DESIGN ARE BASED DU THE LATEST EDITIJtt OF THE IIA- DIPECTL" ABOVE A BOTTOM CHORD SPLICE. 'JMLESS NOTED OIHEPXISE, CUPPEINT TPI BRACING AND EPECTIGNN P'JBLICI TICNE, TIOIIAL CESIGIN STAUDAPOS PUBLISHED Br THE IIATIDt1AL 7) /-2100 APPPOl AL tNJMBERS: 'UBC 2342. FHA TCB 2014. SBCC .11} ALL CDMPRES51CA1 CHORD MEMBERS ASSUMED TO BE r_OMTIN'JDUSLn5j THIS DESIGN CONFORMS T7 C'JPREHT TPI OESICII SPEC IFICA- FOPEST RRpOUCTS ASSOCIATION. 7251. BOLA FILE 86-125 BRACED 8'V EITHER 3/8" 114]11.) PLIXGOO SHEATHING. 1/2' T1 GMS FC-R METAL PLATE C"I"IECTEG WOOD TRUSSES 011, 21 iH]5 OE SIT IS BASED ON CL APV COInIECTpR PLATES Ot1L r. BI iH IS TO HAS BEEN CESIONIEO FCA THE LGAOt11G SHOWN IM(II.1 OG VNALL UR BRAC IIID MEMBERS SPACED AT ifi' o C. OV AL ITV STANDARDS FDR iPUSSE S. 3! CONINEC TOO PLATES SIZES ARE BASED ON AYIAL FORCES ONLY. OII THIS DRAKIIIS 11 ISTALLATIGII AIIO USE SHALL CGNFOnM IMA/I' UNLESS NOTED OTHERWISE. 161 110 MEMBER OF THE TP'JSS MAV BE CUT GP 1+'JC•IFtEO IN I'llwA1. AI CON11EC1O0 PLATE SIZES ARE CALLED CUWI iACROSS SLOTS) KITH THIS DES]CV4 12; ]110110 iE5 PEAn(113 LUCA1[vN 17) SPECIAL HANDLII13 CAPE SHOULD BE TAKEN CUPING SHIPP111., a11D III LEINGTH (LAT SLITS, AND THE ORIENTATION DF THE 9,' THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF ® EPECIIGU OF TRUSSES SEE HIB-91 FOR RECCMMEN04TIDNS C CUT S IIP CT DN OF 'H' H PLATE NGinIDENTICAL0 0 MG NT)COIF G'UIP TION. -COFIFIGUR ATI011 AI'ID LOADING SPECIFIED BY FABRICATOR 1 -PEPETITIVE 14EMBEP STRESSES NOT USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES IS PE5PONSIBILITY OF F:BPICATOR. -THIS TRUSS I5 DESIGNED GNI-e FOR THE LOADS SHOKII. PPOVISI011 FOP THE PPEVENTION OF PONDING MUST BE MADE AND IS NOT THE PESPOIISIBILITt OF THE TRUSS FABRICATOR OR CLAP(. RUN 4-7-8 4-4-8 3-0-0 4-4-8 4-7-8 RUN 1-1-7 1-1-7 74 PLF Max Height 4-10-3 12 Q 6 2730 273# y y 12 {S D SX.S 3220 \' 3220 6 F y y 160# \ 1600 v 85# 1190 119# 960 \ 960# 95011 aI T v (3.51 38% L3.51 38% 3x4 3x4 3x8 3x4 3x5 20 PLF 9-0-0 3-0-0 9-0-0 1-0-0 1-0-0 ForC-StL-P) z1-o-o D 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: &07 !/ 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 N2. Maximum Live Load Deflection of .069" (1/16), Index-.098, (L/3652) Maximum Total Load Deflection of .IOB" (2/16), Index-.103, (L/2333) IOU 5-1-93 (WIND)�,p CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'0" H-9 T-5 I I N ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 30 2X4 !2 N SP ENG. FOR: TRUE TRUSS INC - SDS �y 1801 S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993 GRAND PRAIRIE, Tx 75051 7'0 OL TC 7 2X4 r2 N SP 1 OF I LAYOUT ID: llkL//3/16 OW-,, I (214) 660-3940 A AINC, L LL SC 0 WEBS : 'f)v�/ 238 33.33 DL 8C 10 2X4 A3 SP ADDRESS: SCALE MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED _ _ `', LV.BE-C-LL RE OF t S'ECIF IFI` ll�"i[A 51 ",tillELIOP PLATES S--Ll. HE IFISIALLEU SIMME;PI-ALL, ON 1� ALL li'lillUll —OPP MEMBERS ASS�1.17C 10 RE'C-AHTVIU'11'iL� 19- Ir 11!01*-ATES t',tEMAL SIICIII� 11, 1:11�3Till 11-11110..?', 5�1- 1­1 1.1 1-" ,1 el-:f31R" ;NIN! RLIWOOD 5l1E4,7HI- 14- �TlSf.L.L-Allnft ATIC, � ­L !� z��, IS OF H��,Ep -Li-3W4BLE SJRC�S —IFE5. --l-L 4tIES 11SEU 6 It-l' SPLICEF, AHF -�A414Efl[,Er, TO NJ o CIHA�11113 MEMBERS 91---ED ' 6 E�IFCIA- E!RALIll' 11,J C RE Ll,,E 1:! FOPE A 8 �;,$61MP� 1, 1) �fl -C E---�EO 04 THE LATE�,T EIlIlIDM �' 1,,E ILA- rIPE-TL, 89,'t � OTT C ORC SPLICE, IMLE�,S?lfJJED -UPPENT TPI S.Acl 5 At'' EHE=TIDI P BLI-.Tl'�145 THIS CESID TIONAL ES I On 5i At TO-P D' PUBLISHED 8v THE RAT I oll-L 71 i-2n%, AP ROIAL NUMBERS: 9EC 2342, PH. TCB 2014. SPCC tli ALL COMPRESSION CHORD MEMBERS ASSUMED TO HE CCMIIl4'jOUSL1I5, rl COJIF DRI-15 T' C'-P E r LES!',, SIE-IFIC-- S a p p"I " !D F E IUCIS ON, 51 A E 86-125 FACED 13�EITHER 3/8" 'MIN.! RL?1,1060 SHEATHING 1/2� T15TIS POP METAL PLATE r5tllJE�TEG .05D TFUSSES - OR ST ppor ASS�XIATI 72 , D' FIL e 21 TH 1 5 DESIGN IS BASED 011 CLAPe CrINECTOP PLATES ONLY. 8) THIS TRUSS HAS BEErl rESIGFIED FOP THE LOADING SHOWN :14111.) OR/W ALL OR BPACIJlr MEMBERS SPACED AT 16* 0._. STAHDAROS FOR TRUS-E 5 3! Cot'"EC TOP PLATES S12ES ARE BASED ON AXIAL FORCES OtIL all THIS OPAWIUG. IIISTALLATIOH AlIr USE SHALL CONFORM :MAY-. UlJL ESS 110T E 0 OTHERWISE. 16! 110 ME14SEP OF THE TOIJSS MAI BE CUT 7R 14-DUIVIED Ili ArJr HA. 4! COtTIJE C I OR ELATE SIZES APE CALLED OUT WIDTH iACDOSS SLOTS) WITH THIS DESIN4 12i INDICATES BEARD13 LOCATIC-11 17) SPECIAL HANDLING CAPE SHOULD eE T-Ell 8, L -I 9� I I OF EPEC I IDN OF TRUSSES SEE HILA-91 FOR RE-!r111EllCAT DrIS SL DT 1%4,10 I."1,0PT1n1IlI,k1lOIl IF THE 11 1 IS APPLICABLE I. 1HDPIVS IRAN IF1JSSE OUT I Ei :,"M PLATE LEMON. IDENTIC61. LOADING AMD COr4FIGLJSAIIOt4. C41FIGUIPATICAl ANG LOADING SPECIFIED B( FA8R1C4TfJR-___ --- -REPETITIVE 14EMBEP STRESSES NOT USED. -ADDIT 1 ORAL PLATING FOR HANDLING TRUSSES 15 RESPONSIBILITe OF FABRICATOP RUN 5-5-6 5-0-10 i 5-0-10 5-5-6 RUN 1-1-7 74 PLF Max Height 5-7-3 F 12 37A# 5x5 y 12 3781 376# 371111 >3711#:�L 191# IS"0 1010 207# ioll! 960# 960# 13.5138% 13.5138% rn 44 N 5X6 3x4 3x4 20 PLIF 10-6-0 10-6-0 1-0-0 1-0-0 lar...1,-P) 21-0-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 fto MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: Lo 7 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: I Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .068* (1/16), Index-.097, (L/3706) Maximum Total Load Deflection of .106' (2/16), Index-.101, (L/2377) j[ REV 5-1-93 (WIND),4,r- CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 21'0" COMMON T-5 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 LL TC30 2X4 #2 N SP ENG, FOR: TRUE TRUSS INC - SOS 18ot S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 B DATE: I Feb 1993 GRAND PRAIRIE, TX 75051 7.0 OL TC 7 2X4 #2 N SP OF' (214) 650-3940 PLATE AREA: VTNC.-FUR-STE.- LL BC 0 WEBS LAYOUT 10: 164 OL BIC 10 2X4 #3 SP ADDRESS: SCALE: MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 EXCEPT AS MAY BE NOTED 3/16 � ^ � S FS PECI PAT) 19%MAIIW-04 1401ST-JRE COUTENT. DA SUCH THAI THE JOINT SP CEO B V E I I HE 3/R" N1W PLYWOOD SHEATH!IIG. t12- 14� IrISTALLATIVI Air,EnECTIGII 0� THE TIJSS. -'r;5 IS M15 ALLOWABLE STRESS VALUES. ALL JALUES USED 6- TOP CHORD SPLICES APE TIOI REC-DOMEODED TO OCC-�*i IM411� UP"W AL L OR SPACING MEMBERS SPACED IC 0 � TWA/! TEMPORARY eRACITIS S,OJLD BE DOIIE III �CCC.CIIICE IT, FOR UESIGIJ APE BASED Oil THE LATEST EDITION aF THE rl4- DIRECTLY ABOVE A BOTTOM CHORD SPLI�:E. 'Jf4LESS tIOIED 5T" CUPPEIlT TPI OPACI14G AIJO ERECTIOP,P'-ISLICATI�516 TIOIJAL DESIGtI STAIJOAPOS PUSLISI­IED 81 THE NATIONAL 71 1-2000 APPROVAL NUMBERS: 9SC 2342. FHA TCB 2014. SBCC 11� ALL C0MPRrSSTOI4HEPCISEMEM EP ASS ED TO BE COt4TItJUDUSLVi5) THIS rESIGIs CDtIFDAMS TG CURRENT TPI DESISI; SPECIFICA- FOPE I PRODUCTS ASSOCIATION 7251. BOCA FILE 06-125 SPACED BY EITHEPCH S� 11411147 L WCU)MO SHEATHING. 1/2' TIONS FOR METAL PLATE 10NIECTED WOOD TPUSSES ArIO 2) THIS DEST&I IS BASED Oil CLAPr COTINECTDA PLATES GtILY 0) THIS TRUSS HAS BEEIJ DESIGHED FOP THE LOADING SHOWN !MITI.) UP WALL UP B/PACIIJG MEMBERS SPACED AT 16" 11 C. DUALITY ST4110AADS FOR TRUSSES. 3? CotillEc TOO PLATES SIZE S APE BASED ON AXIAL FORCES ONLI. Oil THIS CAANDIG. INSTALLATIOU AND USE SHALL CCtJFOPM !MAY?. UNLESS fIO1ED OTHERWISE. 16) 110 14EI40EP OF THE TRUSS MA� BE CUT rP 14001FIE0 Ill _?, H.-,. 4? Cat4IJECTOR PLA I E S IZES ARE CALLED 0"'t WIDTH iACnOSS SLDTS� WITH THIS DESIGN 12) 02 11101CATES BEAPIND LOCATIrrl 17) SPECIAL HANDLING CAPE SHOULD BE TAKEN WRINS SHIPPIII�, 411D -WiFIGURATI041 AND LOADING SPECIFIED el' FABRICATOR -REPETITIVE TIEMBEIR STRESSES fJOT USED. Max Height 5-7-3 74 PLF 12 718 26 12 _# >7# 101# 1784 714 ITT 8211 815# 1 13.5132% 13.5132% 3x4 3x8 3x4 20 PLF 10-5-0 7-6-0 Forcestl_-Rj 1-0-0 18-0-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 ffo MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) are UPLIFT CONNECTION REQU IR:D: 53 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 2 Maximum deflection occurred at bottom joint #2. Maximum Live Load Deflection of .032* (1/16). Index-.053, (L/6750) Maximum Total Load Deflection of .05* (1/16). Index-.056. (L/4320) CLARY DIVISION PLATE TYPE: O,C. SPACING LOADING (PSF) TC LUMBER TRUSS: iB'O" ST COMM T-7 ALPINE ENGINEERED PRODUCTS Inc V 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SDS f214) 660-3940 "'°.E °""^1801 S. GSW PKWY. i2000 2-0-0 LL TC 30 GRAND PRAIRIE. TX 75051 7.0 CIL TC 7 BC LUMBER 2X4 #2 N SP PROJECT: CENTEX 3705 B DATE: I Fen 1993 WEBS 176MEMBER TRUSS PLATE INSTITUTE 33.33 OL 13C 10 2x4 *n yp ADDRESS: SCALE: TOTAL_47EXCEPT_AS MAY Bswo`s» | 1/4 ---------- -----------------------'-----�— x^^° .r I, L'JNBEM SH-LL BE Ut THE SPECIFIED 14ININNt OP-DES, 5' _'jff11E:T0P PLATES SHALL BE IIISTALLED 5,1414ETRICALL, 011 Iv:' ALL tE1151'.-xl OPD 14ENBEPS ASS:114ED TN BEICDIIl Irx10'1SL q_- '/ -- --- _ - - - -- SPECIES, -'110 19%MAXI14Ur4 140IST:IPE CJ117Er11 JP S:/:H THAT THE .13ItIT f INDICATES LATERAL C 11 E - IS GF n1+HER V BPACEC•B4 FITHER 3/B" N11P PLINIO() SHEATH1116, I/c' + 14' 111ET1•LLATIGrl ANC EPF•CT1_U :C THE 1^i F OSS. TE�'4"E.: ALLOWABLE S7PESS IALUES. ALL VALUES USED 5: TGP CHORD SPLICES APE HOl PEL'GWENDEC• TO C.C'JR /HIT+! BP'4NALL DN BRACHIO 14EMBERS SPA'_ED 1D' 0 C IMAX,. 7EMPORARY BRACIHS SnC''JLD BE DEr+E III AL C_-PCAlI�_C WITH- 70P DESIGI+ ARE BASED ON THE LATEST EDITION OF THE NIA- DIRECTL'4 ABO'!E A 0071014 CHORD SPLICE. 'JfLESS I10TED GAnEPWiSE. CUPPENT TPI BRACING ANO ERE-TIDN P_'BLI-ATI�N'_ T10I+AL DESIGN STANDARDS PUBLISHED BY THE NAi10t+A1 71 Y-2000 APPROVAL NUMBERS: VBC 2342. FHA TCB 2014. SBL'D lit ALL CGMPRESSIC9+ CHOPO ME14SERS ASSUMED TO BE CUT114'JO'JSLY151 THIS DESIGN CDNFDRfAS TG C'JPPEIN TPI DESIGN SPE IFtCA- FOREST PPOBUCTS ASSOCIATION, 7251, BOCA FILE 86-125 SPACED B-f EI111CR 3/8" MINA PLYWOOD SHEATHING. 1/2' 110115 FDR METAL PLATE Ct;?MEA T EO NUOD TPUSSES .:NO 21 THIS DESIG4I IS BASED ON CLAR! =11JECIOR PLATES ONLY, 81 THIS 1R'JSS HAS BEEN DESIGNED FOA THE LOADPIG SHOWN :NNI,I OPIWALL 0R BPACIIIG NEMBEPS SPACED AT 16" O.0 DUALITY STATIDAPDS FGR TPUSSES. 31 COHNECIDP PLATES SIZES APE BASED DN AXIAL FORCES ONLY. DN THIS OPAWIIG. INSTALLA11014 AND USE SHALL CCRIFOPM :MAI?, UNLESS NOTED OTHERWISE. I6! HG 14EI48ED OF THE TPUSS MAY BE CVT OP MODIFIED IN ANY WAS. AJ COf411EC TOP PLATE SIZES APE CALLED OUT WIDTH !ACROSS SLOTS) WITH THIS DESIGN 121 ® 111DICATES BEAPPIO LOCATIOII. 17! SPECIAL HANDLII+O CAPE SHOULD BE TA✓EN DUPING 5HIPPIJI3 AND B'4 LENGTH IALONG SLGTS� AND TnE ORIENTATION IF TIC: 9- T..DESIGN IS APPLICABLE TO SHDRTER SPAN TPUSSES DF EPECTIOt+OF TRUSSES SEE HIB-91 FOP PECCHNENCATIWIS IZEC Dili 1 TH D R CT ON F Tn T f4GTn. IDENTICAL LOADING AUD CON+F GUR T Otf -COIIF CGURl.T iGH AND LOADING SPECIFIED BY FABRICATOR REPETITIVE MEMBER STRESSES NOT USED. -ADDITIONAL PLATCIIG FOR HANDLING TPUSSES 15 PESPDNSIBILIIY OF FABRICATCR, -THIS TRUSS IS DESIGNED ONLY FOP THE LOADS SHONN. PRD'JISTOU FOR THE PREVENTION OF PODDING MUST BE MADE AND IS NOT THE PESPOIISIBILITY OF THE TRUSS FABPICATOP OR CLARY. ®*-FALSE BOTTOM CHORD INFORMATION FALSE BOT 18-3-6 ON LEFT. VERTICAL SPACING=4-O-0. USE MINIt4U14 OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VEPTICALS. USE 3x4 MITI. FOR SCARF ON FALSE BOT CHORD TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED HITH 1,4 CONT. LATERAL BRACING AT 21' D.C. 14AX SPACIIIG, 3-6-0 RUN 5-5-6 5-0-10 3-0-0 4-2-0 4-2-0 5-0-0 129 1-1-7 74 74 PLF Max Height 5-7-3 25-4-0 12 92# w,4 6 316# 12 a 12 24111 380# 53011 53511 6 C7 D 11 6 370# J Y 1 L X + 3x4 ru D �47# 4# 3 16 1910 915# 402# 34011 10 101# 13811 65# I m c * 2700# 2051# (3.5)36% v I 4x8 N 3x6 0 13.5)40% 3x5 3x8 9X a 4 6 12 20 35 20 PLF 3-6-0 10-5-0 3-0-0 4-2-0 4-2-0 5-0-0 18- -G 25-4-0 02 112 /2 1069# 220# 1-0-0 2x4 2x4 2x4 30-4-0 ForceS(L-R) BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 12o j # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i Special Loading: Refer to Loading Diagram Maximum deflection occurred at bottom joint #4, FASTEN TOGETHER WITH: 2 McMbers Required Maximum Live Load Deflection of .295" (5/16). Index-.292, (L/1234) TDP 10d NAILS 12'0.C. — Maximum Total Load Deflection of .463" (7/16), Index-.305, (L/786) BOT 10d NAILS 12'O.C. �1 jr WEB SDd NAILS 12'O.C. �JREV 5-1-93 (WINQITEN AT OR NEAR ALL PANEL POINTS. NOT NAIL OR BOLT THROUGH TRUSS PLATES. CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 3064" H-5 SPEC T-8 ( ALPINE ENGINEERED PRODUCTS Inc y 2000 2-0-0 LL TC 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SDS 1801 S. GSW PKWY. 30 BC LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993 n GRAND PRAIRIE, TX 75051 7'0 DL TC 7 2X6 #1 DS SP (214) 660-3940 LA N L LL BC 0WEBS LAYOUT TO: I n y. 636 OL 8C f0 2X4 #3 SP ADDRESS: !v 33.33 SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 ---._' ll10ICaTEs LATERAL 8 PIGEHEI PF rl.•4I n I. SPECIEeEP, ALI EE OF THE M MOIFIEDSTURE uINIH'JM GRADES. 5! _..in IECiOq PL ALES SHALL BE INSTALLED SRrttnFi Rl't.LL• 011 10; AL1 IEM;IOU NOnC MEMBERS ss'..ptEC. IO BEICrN 111 n10 SLS f31 SPECIES, hlb 19%MAXIMUM HDIST'JnE CDIITEtJ t, On SJrH TH tT THE JOINT BnACFG Of EITHER 3/8' NHO RLIN000 SHEAIHIO, 1/2' 141 lIIStALLATt GI AIIG EGEOTICt1-.F THE TH'JSS, GE[:�..ArIEil7 AUC IS Df MI GrfEP pLLJNRBLE STPE SS 'I PL VES, ALL IALUES USED 6: iC•P CnCM SPLICES ARE NOT PE L'OHMEI7DEG 10 DC(:'.V, IM 711: DP.HA ALL OR BHdCIIM MEMBERS SPACED 1G' O.t (NR/:. TEMPGPRR'i BRAC IIID 6HVJLG DE ROUE 711 AC_:SRC AIIi:E Nlln FOR DES]roll aqE BASED DM THE LAtE Si EOIII JN DF TnE ilA- GI PE CTL'7 RBDVE A BOTTOM CHOP.SPLICE. '.AILESS NOTED OTHERWISE. CUPPEfiT TPI BPACIIlG AIIG ERECTICM PUBL ICtiIDUS. TIOIIAL DESIOH STAt1.ARDS P'JBLI SHED 0� THE t1AT1 ONAL 71 'J-2600 APP RO'JAL HLIMBERS: 'JBC 2342, FMA TCB 2'014. SPCr 11! ALL L'DHPPESSION CMDRG MEMBERS ASSUMED TO BE CONTIN-JO'JSL+15j THIS GESIGH COOFDRMS TG C'JPPEIIT TPI DESI 3" ST:IFICCA- FOPESi PRODUCTS ASSvCIATI WI. 7251, BDCA FILE B6-f 25 BM B�EITHER 3/8" :MIN.t IL'JHOGD SHEATHING. 1/2' TIONS FDR METAL PLATE CGMME=TEG WOOD IRUS 5 ArIG 21 THIS DES IGII IS BASED 017 CLAPt CGI#IECTOR PLATES ONL'7. Bt THIS TP'JSS HAS BEEII DESIGNED FOR THE LOADING SHOWN :MITI.) DP-fWALL OR BRACING MEMBERS SPACED A7 I6' D.t. OUALIT7 STAIIDAPOS FOR TRUSSES 3! CONNECTCn PLATES SIZES APE BASED ON AXIAL FORCES ONLI. OH THIS DRAWING. ITIS TALLATION AND USE SHALL CC?4FDRM 10,1!, UNLESS VOTED OTHERWISE. 16! 110 MEMBER OF THE TRUSS MAS-BE CUT 31 MC,DIFIED DI AN, HA. 41 COtn IECTOR PLATE SIZES APE CALLED OUT WIDTH ;ACROSS SLO1Si WITH THIS DESIGN 12! ® INDICATES BEAPIH3 LOCATIGN 17) SPECIAL HANDLII13 CAPE SHOULD BE TAKEu GU RI N3 SHI RRln Ano 8'I LENGTH fALOTIG SLOTS) AI1C1 THE ORIENTATION OF THE 9: THIS DESIGtl IS APPLICABLE TO SHORTER SPAII TRUSSES OF ERECTION OF TRUSSES. SEE IIB-91 FOR PECGMHENOATIDHS I C OUT T D CT GN F MLENGTH. IDENTICAL LOFOII4O AN.CONFIGURATION. _ -CGHF IGURATIOt4 AND LOADING SPECIFIED BJ FABRICATOR -REPETITIVE MEMBER STRESSES HOT USED. -ADDITIONAL PLATING FOR HANOLING TRUSSES IS RESPOtISIBILITf OF FABPiCATGR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOR THE PREVENTION OF PONDING MUST BE 14ADE AND IS HOT THE PESPOIISIBILITi OF THE TRUSS FABRICATOR OR CLARY. D -FALSE BOTTOM CHORD INFORMATION FALSE BOT 18-3-8 ON LEFT. VERTICAL SPACItdG=4-0-G, USE RINIMUt4 OF 2x4 PLATE FOP FASTENING FALSE BGT CHGPD JEPTICALS, USE 3x4 MIN. FOR SCARF ON FALSE BOT CHORD. TRUSS BOTTOM CHORD ABOVE FALSE 80TT014 CHORD MUST BE SPACED KITH 1x4 CONT. LATERAL 8PACIN4 AT 27 O.C. MAY. SPACIIIG. 1-6-0 3-2-0 1-0-0 RUN 5-5-6 5-0-10 5-0-0 3-2-0 6-0-0 74 PLF 1-1-7 Max Height 5-7-3 12 F1 6 12 Q 6 242# 7.241# 302# 2340 154# 12 y 2460 2110 6 U:__137B# y y ID 5X5 •>'1'S Q 3x4 3x4 D SXla x 2x3 7X5 ru \ \ \ 191# 11'1 131# 570 91 �\\ \ m 201# 1380 65# T \ o r 13981 m I 1 1398N [3.5155% v I 3xB 3x4 [3.5155% 4x8 a q 3x6 9x6 12 20 PLf 3-6-0 10-6-0 3-0-0 6-4-0 7-0-0 1-0-0 30-4-0 Farc<5 IL-Pj D BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 5 17 # 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 #4. Maximum Live Load Deflection of .235' (4/16), Index-.232, (L/1549) Maximum Total Load Deflection of .368" (6/16), Index-.243, (L/989) r CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: H-7 SPEC T-9 � ALPINE ENGINEERED PRODUCTS Inc y�000 2-0-0 LL tC 30 DRANO PRAIRIE. Tx 75051 DL TC 7 2X4 #2 N SP 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SOS 1801 S. PKWY. 7 0 BC LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993 oFI I (214) 660-3940 PLATE AREA: K-1-NC-.-F0A-5T_L LL BC 0 WEBS LAYOUT IO: 568 33.33 OL BC 10 2X4 03 SP ADDRESS: SCALE: f MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT 45 MAY BE NOTED 1/8 ,w/ 11­HH1 I HI ,,,I ",I F, :11 If HI MVI I '.'.'"I It "I I!f V, I"Iti, I AI(1.:1 111-P, $S4 I F'1 I It, I 1x NA/II�114 t,t:)1 1 T')DE CD I[EIJI. -It, ,I I U"At A I,I I I I 1.1 11 1,11 1111 11 1; 1 1111`;, "1'1 1 1 A I f:;I 1 -1 It I.,I I 1 11 1 11 1 ALI H Hr P ALLCHABLE STRESS I JES' ALL 1, ITS JSLII h- 1170 U.teIRr fit I'E S .HE IDI I I It Ifjl.�W I IfIt L. 111 IP 114 1 H. 111I IWALL III I I H-ME"(It 11,; ..1..1:1.0 11 1 t I PH., I ICH ".I,I" �". 11 It 1 It P, FOP OESI�tl ARE BASED 014 THE LATEST ED 7 01�CIL' 4801E A BOTTOM C'U'D SPLV�E. �jltl t5S 1101EU KAIJ *L"L TIC' OF Y E IIA SITPI HP 71 IZII I--'-I TIONAL ""APTS PIJBLISHED Be INC 114TICPJAL 7) 1-2 00 APPROVAL NUMBERS: 2342. FHA TIES 201,,1. Se" 11� ALL 15MPRESSUA$ C.CiRr MEMBERS ASSJ.Er TO BE C5tIT1rJ'JDUS1_1I5j TIP CE ON _DIJFDRMS 1� VJPREFIT TEE OES]ImN SPE'IFI:­ C�ESIG"S% D FOREST PRODUCTS ASSOCIATION. 725 B CA FILE 86-125 8AACEr Be EITHER 3/8" !MI11.t PLYWOOD SHEATHTHG, 1/2' TJONS6 FOP METAL PLATE CU14HE-TEO WOOD TRUSSES AIID 21 THIS DESIGN IS BASED ON CLAAf CONIJECTOM PLATES CIlLf 81 THIS TM'JSS HAS BEER rESIGNED FOP THE LOADING SHOW11 :14111.1 DPIWALL OR BPACIIIG MEMBERSc OUALITe STAIIDARDS POPTRUSSES. I? COTHIELTOP PLATES SIZES ARE BASED 011 AXIAL FORCES ONLe, CRI THIS DPAWIHIG. HISTAILLATIr,11 ACID LISE SHALL CUIFOPM MAX!,� UNLESS tIOIED OTHEPWISPACED AT 16' o E161 110 ME14REP OF THE I PJSS1411 DE CIII CP 14OCIF[EO IHAt CONNECTOR PLATE SIZES APE CALLED OJT WIDTH ;ACROSS SLOTS; WITH THIS DESINJ 12l INDICATES BEAPINO LOCATION 17! SPECIAL HAFIOLI113 CARE B,)LENGTH fALOU' SLOTS! AIIG THE OPIENTATIOu OF THE 9: THIS DESIGNIS APPLICABLE TO SHORTER SPA14 TP9SSES OF ERECTION OF TRUSSES SEE NIB-91 FOR PE,_514HEHEATIDHS1 '1ZE CALL OUT IS THE DIREC1I014 OF THE PLATE LEt4STH. IDENTICAL LOADHIG ANG CONFIGURATIrN. -CC-11FIGURATIO11 AND LOADING SPECIFIED Be FABRICATOR -REPETITIVE 14EMSEP STRESSES 140T USED. -ADDITIONAL PLATING FOR HANDLING TRUSSES 15 RESPOHSIBILIT, OF F4BPIC4TOR. -THIS TRUSS IS DESIGNED OfILf FOR THE LOADS SHOWN. PPO)ISION FOR THE PREVENTIO14 OF PONDING MUST BE 14ADE AND 15 1101 THE PESPM)SIBIL ITV OF THE TRUSS FABRICATOR OR CLAPf. ID FALSE BOTTOM CHORD INFORMATION FALSE BOT 18-3-8 ON LEFT. VERTICAL SPACING=4-0-0, USE 1411JIMU14 OF 2X4 PLATE FOR FASTENING FALSE BOT CH5PO VERTICALS. USE 3x4 141N. FOR SCARF ON FALSE BOT CHORD, TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED hITH 1,4 CONT. LATERAL BRACING AT III D.C. MAX SPACING. RUN 5-7-8 5-4-8 3-0-0 3-0-0 4-4-0 1-0-0 2-10-0 4-5-12 4-2-4 3-1-8 RUN 74 PLIF 1-1-7 02 02 #2 02 02 #2 02 #2 #2 1-1-7 Max Height 5-10-3 12 12 `716 3100 222# 271# t9l 4 41 P13# 321# 251# I I, 1, 211# 12 3x7 1 396# x t.> 3x4 5X 105# 9 103# 53370 14,50 560 o Nx + t 106# 1690 1711t 41 to 1 (3.5167� 7 3x4 3x8 01 1713# en I 7xiO 3xe o clu [3,5149% -n 4 30 12 20 PLF 1-0-0 7:771 t1-0-0 6-0-0 4-4-0 B-8-0 6-0-0 #2 02 02 1-0-0 1-0-0 37-0-0 Forces(L-P) >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: 7 6 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: I Special Loading; Refer to Loading Diagram Maximum deflection occurred at bottom joint #5. Maximum Live Load Deflection of .496* (8/16), Index-.402, (L/895) Maximum Total Load Deflection of .778* (12/16), Index-.421, (L/571) RECOMMENDED CAMBER: .42" >REV 5-1-93 (WIND)Ar CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37*0" H-5 SPEC T-10 ALPINE ENGINEERED PRODUCTS Inc V 2X4 02 Ds SP ENG. FOR: TRUE TRUSS INC - SDS 1801 S. GSW PKWY. 2000 2-0-0 LL TC 30 GRAND PRAIRIE, TX 75051 7.0 OL TC 7 BIC LUMBER 2X4 #2 Ds SP PROJECT: CENTEX 3705 B DATE: I Feb 1993 (214) 680-3940 PLATE AREA: INC. FOR STL LL BC 0WEBS LAYOUT 10: 868 MEMBER TRUSS PLATE INSTITUTE 33.33 OL BC 10 2X4 #3 SP ADDRESS: SCALE: o TOTAL 47 EXCEPT AS MAY BE NOTED 118 I LU14eEP S­LL BE or IRE SPECIFIED MItl1w,C�ADFS !V C�?JfIECTOQ PL�tES SHALL RE IIISIALLED S,MNCTL�TCALLI (NI SDI ALL ]EI)SVIII CHOPO MEMBERS ASS'_IMEL• 10 BE 1"111 IW'YjSL 1 13! :i'- INDICATES LATE-�L 1,1 "111 ES AL40 x A WLIM MOISTURE COWEW. �_ S: THAT THE J-:)SIT AACEC.BV EITHER 3/8" i I , PLIW:)�0 HE �1/2- 141 IIISTALLATII-tS'AtC E-EC11311 7�1 TRE T-US 1,E-14.'?jFN_ 11, SPECT to M ),f I FS 14 11� 3 5 A . C , 1S 1^1 R 1:11 ALLOWABLE STRESS iALUES, ALL /ALOES USED B: TC.P CHC#;G SPLICES APE IJOTHRE-0144VIDEG 10 GC:C'-IP IMIN- OP'/WALL OR BRACING MEMBERS SPACED 1C' NAx: TEMPOR AP TPBRRC Ir IS nCJL E 11 IT -C­C-' CE IT, TO. D I L 0 -THERM Ise --JPREIIT I BRACING WE ERECTI�11 P-'BLI-I I I' OSIA"F$ 8;tEDFDf4 TIE LATEST EUITIOU OF THE IIA- PECTLI ABOE A BOTTOM CVDRO SPLICE. 'JNLE rEDIC C C) �_2 2 11� A C, TIDIIAL T A S PUBLISHED By THE NATIONAL 71 *90 APPROiAL IJUMBEIIS: BC 342. FRA TCB 2014. SBCC ALL ,PRESS ON CHORD MEMBERS ASSUMED TO BE CrtgINJOUSLI15) THIS DE SIGN Ct)?JFOP.S 11 �:,_IRRENT IPI CESIS14 SVECIFICA- CE FOPE B 86_ 2 SCI B T it IF THIS PRODUCTS ASSOCIATION. 7251 SOCA FILE ACED �El HER 3/8" :14P4,t PLIHOOD SHEATHING. 1/�" TIONS FOR METAL PLATE C��f _TEr AC15D ?PUSSES oUG DESIGN ES S PUS� 2) THI SI is BASED ON CLAP(CO1111ECTOA PLATES OIJLy. 8) THIS IP%5S HAS BEENDESIGNEDFOR THE LOADING SHOWN 441N.) DR/WALL OR B-ACIHG MiMeE.3 SPACED AT 16* o QUALIT, S7411DAPOS FOP T SES 3! tat 0;4E C It PLATES SSIZES APE BASED ON AX IAL FORCES OfJI_1, 011 THIS OPASSTtIG ITIS TALLATIO11 AFID USE SHALL CCAWOPM rMAY). UftLE55 IIOTED OTHERWISE. ", "o 14EIABER OF THE TRUSS .- BE 91T OR 143CIIIEC) I I A141 WAl. A ,:4 SEC ML'TE IZE CALLED OUT WIDTH ;ACROSS SLOTS! H THISDES 1--4 4 121 INDICATES BEAPINS L3CATI311. 17; SPECIAL HANDL lily CAPESHOULDBE IIKEII GLI-IIA3 S.1-111C -VID S APE WITH By LENGTH ALD14G SLOTSI�1,1,1,.THEDPTIEIEJTATIOt4 OF THE THIS DESIGN IS APPLICABLE TO SHDP7ER SPAN TRUSSES OF EPEZTI-314 OF TRUSSES E 111 91 FOR FECC.IINENOATID,IS 51ZE CALL OUT I, H, .1 F 1-PLATE LESSON, IrENTICAL LOADING AIAD CONFIGURATION, -1611FIGURATION MID LOADING SPECIFIED BV FABRICATOR -;DDITIGIJAL PLATING FOR HANDLING TRUSSES IS PESPONS151LITe OF FEPICATGP. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHONN. PPOJISIDN FOP THE PPEVENTION OF PONDING MUST BE 14AOE AND IS NOT THE PESPOHSIBIL17f OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HORIZONTAL MOVEMENT UNDER TOTAL LOAD - ABA' D,h-FALSE 8077014 CHORD INFORMATION FALSE SOT 7-0-0 014 LEFT. VERTICAL SPACIIIG=4-0-0. USE MINIMUM OF 2x4 PLATE FOP FASTENING FALSE BOT CHOPO VEPTICALS. USE 3x4 MIN, FOR SCARF Off FALSE BOT CHORD TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED KITH 1,4 2-7-0 3-0-0 3-3-12 3-10-8 CONT, LATERAL SPACING AT 2 ' D.C. MAY SPACING. 4-5-0 3-0-0 3-0-4 1-0-0 4-5-12 4-2-4 4-1-8 RUN RUN 1-1-7 62 #2 02 #2 02 #2 02 #2 #2 I-1-7 74 PLF Max Height 6-10-3 F_ 12 `:Q 6 12 6 223# 2340 16f'S3# 3211 298# 222# 12 D '.'5 3X4 3SS4 207# 265# 5x!g 2,221 2 7# 6 —U7-' 248# 142# (n 1 4 ��Z, X 4b* 31 12 E CU 128# 123# 7297# 165# 153# 71, o 2%3 66# 17 to 3,x 1 414 13.5)1 3.51 6?�. jqskl, 1 1712# 3x4 axe 01 3xS 7x7 3xe [3 51 49% 3x8 —1 3.5e 12 20 PLF 7-0-0 6-0-0 6-4-0 8-8-0 8-0-0 #2 02 #2 02 02 1-0-0 2x4 2x4 2x4 2x4 2x4 1-0-0 Forces'L-R) 37-0-0 BUILDING TYPE: EnCtIlld Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13, TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: '7G 4 N AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: I Maximum deflection occurred at bottom joint #3. Maximum Live Load Deflection of .663" (11/16), Index-.537, (L/670) Maximum Total Load Deflection of 1.038' (1-1), Index-.561, (L/428) RECOMMENDED CAMBER: .56' [I>REV 5-1-93 (WIND),4,r_ C__r CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-7 SPEC T-11 ALPINE ENGINEERED PRODUCTS Inc V2000 2-0-0 2X4 #2 Ds SP ENG. FOR: TRUE TRUSS INC - SDS 1801 S. GSW PKWY. LL TC 30 BC LUMBER PROJECT: CENTEX 3705 B DATE: I Feb 1993 GRAND PRAIRIE, TX 75051 7.0 OL TC 7 2X6 #i Ds SP 1214) 660-3940 _PCTrE_MTT'. V7NU. L LL BC 0 WEBS LAYOUT ID: MEMBER TRUSS PLATE INSTITUTE 1026 33.33 OL BC 10 2X4 #3 SP ADDRESS: SCALE: TOTAL 47EXCEPT AS MAY BE NOTED 1/8 P LUHBEw Ptll BE OF IME SPELIt IEC. MIHIr+.rc+'++at1f.5. S-' :NHHECIDP PLAtE5 SMALL RE IIISIALLI:O S11N4EIPICALLr DH 10: ALL IEH51t01 1.11)PP MEMPEPS V;S:M+ED IO BEI C'iH I I I AYT)6L I 13! Jr- 1110 A.I E`'. LA T EPAL Pr,G_1I1, r+FI HE ':i.:" I --_- - SPECIES, AND 19X E, 14'JI4 MOISTURE CJHTENT, Ow S_j H THAT THE .}31111 BRACFl.8+ F11HEn 3/8" (14111:' PLIXOJO SHE IHIHG, 1/2' LA! IIISTALLA1I:+M AIIC EPECIIGU Sr I"E ic.JS r•F cP.,�f'It .. IS CF HIGHEP ALLJXABLE STRESS VALUES. ALL :ALOES JSEB 0; TC4'CHC,RD SPLICES APE 1101 PE(;GM4EHDE6 10 OCCUR (MITI, OR.XALI_ DP BPACIPF-MEMBERS SPACED f0' 0 C. IMAx; TEMPORARY BRAC IIIS SHn',1LG BE ODIIE lII AC-CPG-1n_E X71' FOP DESIGN ARE BASED Dtl THE LAtEST EDIt1JII GF THE IIA- GIPECTLI ABU'iE A SDIT'GI4 _H ORO SPLICE. _IILESS NUIED L''THERXISE. CmPENT TPI BPACIIIG AIIG ERECTIGII P'IBL1-01�1 S T IOil AL DESIGN ST AHDARDS F'JBLISHED By THE NAl10NAL 71 'A-2GOO APPROVAL MJMBEPS: 'JBC 2342. FMA 1.8 2014. SBCC 11! ALL CGMPRESSIOtl CHORD MEI4BERS ASSUMED TO BE CGNTIN'JO'JSL+151 THIS DESIGN CONFORMS TO C'JP REIIT TPI DESI GII SPE•=IFI^_A- + FOREST PRODUCTS ASSJCIATIRH. 7251. BDCA FILE 86-125 BPaGFG 84 EITHER 3/B" II+IN.: PLrHGGO SHE ATH tNG. f/2' T15HS FOP METAL PLATE CGHIIE CTEG XUGO 1PL'SSES AtIG 21 iM iS DESIGN IS BASED DN CLAPr CDHHE''IOP I'LAIF.S GIIL'' III THIS TPJSS HAS BEEII DESTGHED FOP tHE LOADING SHOWN IMM,) DPIXALL OP BPACIIIG 1AE14SEPS SPACED Al 16" D.C. OIIALITI SIAllOAAOS FOR inU'SES. 31 r01JIIE CTOP PLATES SIZES tnE BASED ON Ax1Al. FOn1:ES UIILI. OH THIS DPAXIHG. IIIS IALLAIIGII MIT',IISF SHALL CONFOnM IMAY!, V14LESiS HOIED OTIIERXISE. 16! IAO MF14REP OF THE 1PUSS MAI BE CUT Gn 1+�C•IF1ER III AIT• W1 4! CDNIIE CIGn PLATE SIZES APE CALLED J'JT WIDTH iACnGSS SLBIS; Willi THIS DESIC44 12; F] INOIo:AIES BFAR1113 LOCAIIGI, 17! SPECIAL HAIIDLIIIO CAPE SHUULD BE TACE 11 GVP It I; SHIPn1113 AHD BI LENGTH IAL011G SLOTS AHD THE JRIEIIIATIOM L'•F THE 9: III IS DESIGN IS APPLICABLE 10 SHOPtEP STAN TRUSSES OF G] EPECIIGN OF TP:7SSES SEE HIB-91 FUR PECC•PMEHOATTDIIS R L 0'JT 1 0 P Cl GN Gf TH PLAIL LENGTIi, IGENTICAL LOADING AND CONFILJJPAT10110 _ _COT IF IGURATIGtI ARID LOADING SPECIFIED BY FABRICATOP ' -AODITIONAL PLATING FOR HAIIDLING TRUSSES IS PESPOIISIBILITi OF FABPI::ATCP. -IH15 TRUSS IS DESIGNED OtIL't FOR THE LOADS SHOPIII. PROVISIDrl FOR THE PREVEIITIO11 OF PCIlDI1JG MUST BE I4ADE AND IS NOT THE RESPONSIHILIIi OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HORIZONTAL MOVEMENT 'UNDER TOTAL LOAD - .443' .c MOVEMENT-FALSE BOTTOM CHORD IHFGPMATION FALSE BOT 7-0-0 ON LEFT. VERTICAL SPACITIG-4-0-0. USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. USE 3x4 MIN. FOR SCARF ON FALSE BOT CHORD. TRUSS BOT7014 CHORD ABOVE FALSE BOTTOM CHORD MUST BE BPA_EO NITH 114 2-7-0 2-5-11 2-4-0 CONT. LATERAL BPACIIIG AT 2' O.C. MAY SPACING. RUN 4-5-0 2-9-3 2-9-3 1-0-0 4-5-12 4-2-4 4-10-8 5-1-8 RUN 1-1-7 N2 02 #2 #2 02 N2 #2 #2 /2 02 1-1-7 74 PLF Max Height 7-10-3 12 Q 5 12 +w d 6 189#1293# 3210 335# 1940 + frfr A 3x4 1940 '� 359R 12 3e D5r sQ �SS 19B# \ 6 \. 2480 179# X 6'Ah \\ 2+3 m N 1590 108# 800 73# 1200 185# 950 2x3 V 660 17120 \ TIU 13.51 57 3x8 IQ�o 1711# /1 So 4x5 3xB 7x7 3x8 0 (3.5)49% 1 i 3x7 N e 3xs a 3.58 12 20 PLF 3-4-0 7-0-0 4-0-0 4-0-0 8-8-0 10-0-0 02 /2 f2 02 02 FDrue(L-P) 1-0-0 2x4 2x4 2x4 2x4 2x4 1-0-0 37-0-0 BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 7&q # 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 #3. Maximum Live Load Deflection of .55" 110/16), Index-.527, (L/683) Maximum Total Load Deflection of 1,019" (1-0), Index-.551, (L/4361 RECOMMENDED CAMBER: .55" [) REV 5-1-93 (WIND)4,, CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-9 SPEC T-12 w ( ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC 30 2X4 i2 D9 SP ENG. FOR: TRUE TRUSS INC - SDS RA S. GSW PKWY. BC LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993 7y GRAND PRAIRIE, TX 75051 7'0 OL TC 7 2X6 NS 05 SP LAYOUT I0: OF (214) 660-3940 L N L LL BC 0 WEBS ADDRESS: D 994 OL BC 10 2X4 03 SP SCALE: I MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL 47 1/8 EXCEPT AS MAY BE NOTED 'AVIA/ ILN2EO`_HALL BE OF THE SPECIFIED MIUIM•JM aAOES, 51 C)IAIE+IOP PLATES SHALL BE IUSTALLED SIMME7PICALLI DM f0:• ALL 1EOSIOU CHOPO MEMBERS ASS:IMEG TO BE ICOUtII4lO•lSLI I3! � INDICATES LATERAL Bn;C1N, MEI PEP 'ISA MIN. SPECIES AILD 19%MAXIMUM MOISiUPE CONTENT. OR S'JCH THAT THE J0114T BPACEO Br EITHER 3/B" NPI! PL'WOOO SHEAIHIIA3. i/2" 14- IUSTALLATICU AIID EPECTICII DF THE t�'J55, A!lE 1lI IL IS OF HIGHER ALLOWABLE STRESS 'VALUES. ALL IALUES USED 6: TCP CHI SPLICES ARE HOT RECI14MEODED TO OCCiNT (MIH: DP'r HALL JP BRACIOS MEMBERS SPACED 10 0 C IMAX:, iEMPOPARr BPACIIIS SHOULD BE OGIIE 3H ACCGPOAUCE Nlin FOR OESI GN APE BASED DU THE LATEST EDITION MF THE IIA- DIPECIL'' ABOVE A BOTT04 CHORD SPLICE. :XIL.ESS NOTED CtnERWISE. CUFPEII TPI SPACING AIIG EPE•=TIC!!P'-13L I•_A TI'�119 TIONAL GE SION STAUDAPD5 P'JeL iSHEO BY TME IIAIIDN f.L 7I 1-2000 APPRO:'AL N'J14BEP5: 'OBC 2342, FHA TCB 2014. SBCC 171 ALL CC44PPESSI DN CHORD MEMBERS PSSUI4E0 10 BE COHTIII'JO'JSL+f 5) THIS DESIGN CONF OPIAS TO C'JPREiIt tPi DE513N SPE•=IFICA- FOREST PRODUCTS ASSOCIATION. 7251. SOCA FILE 06-125 BRACED B_'El CHER 3/8" :MItl.) PLYWOOD SHEATHING, 1/2" TIDIIS FDA METAL PLATE CGIIIIECTEG WOOD TRUSSES AIIG 2) THIS DESIGN IS BASED OU CLAP' COINIECTDP PLATES OULV. 0) THIS TRUSS HAS BEEN DESIGUED FOP THE LOADING SHOWII !MHI.I DR WALL OR BAACHIG MEMBERS SPACED AT 16" O.C. OUALIT' STAIIOAPDS FDP TRUSSES, 3! CONVECTOR PLATES SIZE5 ARE BASED Oto AXIAL FORCES OtlLI. OU THIS DO AWING. IUSTALLATIDII AUG USE SHALL COI6DAM 'MAX!. UNLESS NOTED OTHERWISE. 16! TIO ME14BEP DF THE TPUSS MAI BE CUT CR MOCIFIED 11, Art. 4i CONIIECTOP(LATE SIZES ARE CALLED OUT WIDTH iACAOSS SLOTS) WITH THIS DES13N 121 ® INDICATES BEAP1117 LOCATION. 17! SPECIAL HANDLING CAPE SHDULD BE TAk EAI GUA IIID SI I,T`T G AILD BO LENGTH (ALONG SLOTS! AND THE OPIEIITATION OF THE 9: THIS DESIGN IS APPLICABLE TO SHORTER SPAN TRUSSES OF EPECT I IT!OF TRUSSES SEE HIB-91 FOP PE CCMME110ATt O TS UZE C OUT R CT !0 PLATE LEtIGTM IGCIf4TLCAj__L0AD FIG AIIG -COIIFiGURAIIOFI AHD LOADING SPECIFIED BY FABRICATOR -ADOITIGNAL PLATING FOR HANDLING TRUSSES IS RESPONSIBILIT/ OF FABPICATGP. -THIS TRUSS 15 DESIGNED ONLY FOR THE LOADS SHOWN. PROVISION FOP THE PREVENTION OF PONDING MUST BE MADE AND IS NOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY, ID-It-FALSE BOTTOM CHORD INFGPMATION FALSE BOT 12-11-8 ON LEFT. VERTICAL SPACING-4-0-0. USE MINIMUM OF 2Y4 PLATE FOR FASTENING FALSE ECT CHGPO /EATICALS. USE 3x4 MIN. FOR SCARF OH FALSE BOT CHORD. TRUSS BOTTOM CHGPO ABOVE FALSE BOTTOM CHORD MUST BE BR.--EG WITH 1,4 CDIIT. LATERAL BRACING AT 2' D.C. MAX SPACING. RUN 6-0-0 4-0-0 4-0-0 4-0-0 5-0-0 6-10-8 7-1-8 RUN 1-1-7 1-1-7 MaX Height 9-4-3 74 PLF 12 4 6 r 12 \6 D N \\ 3kq m 5*10 1 \ � f8f5# (3.5) 71% � 'oro 1815N 3x4 m 0 (3.5171% m 1 9 5x6 iv 3x7 N c 5x6 d 6 20 PLF 30 12 5-0-0 4-0-0 8-0-0 5-0-0 6-10-8 7-1-8 ForCeSIL-R) 1-0-0 37-0-0 1-0-0 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: 7(ol— # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: f THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 44" from the left end of bottom panel #3. Maximum PPLive Load Deflection of .432" (7/16), Index-.353, (L/1020) Maximum PPTotal Load Deflection of .677" (11/16), Index-.369, (L/651) REV 5-1-93 (WIND)AJ Cl--A CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-13 SPEC T-14 ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 LL TC30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SDS 1801 S. GSW PKWY. 8C LUMBER PROJECT: CENTEX 3705 B DATE: 1 Feb 1993 GRAND PRAIRIE. TX 75051 7"0 DL TC 7 2X4 Y2 N SP LAYOUT I0: (214) 660-3940 L N L LL BC 0 WEBS 640 3333 OL BC 10 2X4 03 SP ADDRESS: . SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 1. BER :IL BE Ur I [ .R(LIr IF I:MIN I!V' I[.,. �, -'1 TI.I UR IAIF :1,1:11 [1( INSI AIII F, "..f414F1 141.,.11. 011 t''J: .11 11:.11',1''11 I,HF MIF '140 IT Pt'I!IT 111A11r,tiL r t'4, •� 1 UI IF., 1AILR4 V -.I - ,.I[ f. i s Gr•F.IFS !Illi 1:(%NA/IH'JI.I MOISTJI•E L'JUIEIII -J ;, 1 P,:.i 11IL "JIM R,ALFr b 111 I. ".IT 14IIP II.IN 101) '.1 IE A11,111.'+, 1/2' 141 INE.I ALLA1 i:.1 All(' E�E-I1'4, 1 1"L 1 IS CF MIGHEP ALLOWABLE STRESS VALUES. ALL VALUES USED B: 1GP CK7 SPLICES ARE UUT FIE'.:-,,HI4EHDF[- If,I:CC'JP (14/11: DPIWALt PHACIUG ME14BEFIS SPACED 11 u I: I.Ai� IEI-IPrPAPV BRACIIIS SHCJLF BEDUUE 11 L -I. E. "'1,-•. FGP DESIGN APE BASED DH THE LATEST EDIT13IJ DF THE UA- GIPECTL'V ABOVE A BOTTOM CnOHL•SPLICE. UNLESS NOTED OTHERWISE CUPPEHT IPI BRP^_IHG AUG EPECTIGN PJOL]-AiICUS - IIDUAL GESI GN STAT APOS P'JBLISNEO Of THE NATIDUAL ,t V-a,00 APPROVAL UILNBERS: 'OBC 2342. FHA 1•'B 2014. SBCC Ili' ALL CUMPPESSIDU CUORG ME14BEIIS ASSURED TO BE CGUTIN'JD'JSL+1i) THIS DESIGN CDUFDRMS TO C"JPRENT TPI DES 15" SPECIFICA- FOREST PRODUCTS ASSOCIATION 7251, SOCA FILE 815-1125 BAACEG B'+EITHER 3/8" '141!1.;• PLVWGGD SHE ATHVNO. f/2' TIONS FOR METAL PLATE CDIRIE-TEG NOGG iPL'SSES AUG 2) THIS DESIGI! IS BASED DH CLAP' COUNECIDA PLATES DHL+ BI THIS TRUSS HAS BEEN DESIGNED FOP THE LOADIIIG SHOWN :MIH.) DPlNALL OP BPACIHG f4EI46ERS SPACED AT 16' a.C. DUALITY ST AHOAADS FOR TPUSSES. 3! CODUECT3A PLATES SIZES RAE BASEG ON AXIAL FORCES @TLV. OH THIS DPAWUIG. DISTALLATION AND USE SHALL CONFORM R4AX), UNLESS HOIED OTHEPNISE. 16! HO MEMBER OF THE TPUSS MAV BE CUT OR MODIFIED IU AU, ti.•. 4! C7NtiEC10A FLA TE SIZES APE CALLED 0'JT MIRTH iACPOSS SLOTS! WITH THIS DESIGN f2;• 111DICATES BEAPIU3 LOCATIOU 17! SPECIAL HANDLIHO CARE SHOULD BE TAKEN GUAIII'G SHIPPIIIO --IID BV LENGTH (ALONG SLOTS' ATI' THE DPIENTATIOU OF THE 9� THIS DESIGN IS APPLI^--ABLE TO $ROPIER SPAN TRUSSES OF ® EPECIION OF TRUSSES SEE MIB-91 FOP RECOUHENDATIDUS SI C OUT T 0 RE CT GI F TH T IIGTH IO NT C 0 0 UG AND CONFIGURATION. -CONF IGURA T IDI! AND LOADING SPECIFIED BY FABRICATOR ' -REPEtIi2 VE MEMBER STRESSES IIOT USED. -AOOITIOHAL PLATING FOR HAt)DLI11G TRUSSES IS P.ESPOtISIBILIT( OF FAOPICATOR. -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHOWN. PPO'JISION FOP THE PPEVE14TI01) OF PONDING MUST BE MADE AND IS NOT THE PESPOIISIBILIT'f GF THE TRUSS FABRICATOR OR CLARY. D�:-FALSE BOTT014 CHORD DIFGRMATIOtl FALSE BOT 12-ii-6 ON LEFT. VERTICAL SPACIIIG=4-0-0. USE MIHDAUM OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VERTDCALS. 1-0-0 USE 3x4 141t,l. FOR SCARF GI4 FALSE BOT CHORD. RUN 6-0-0 4-0-0 5-0-0 5-0-0 5-4-3 5-0-11 5-7-3 RUN TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BRACED NITH 1x4 CONT. LATERAL BRACIIJG AT /Z' O.C. MAX SPACItIG. 1-i-7 1-i-7 Max Height 10-4-3 74 PLF 12 4 6 w" y,1 12 > 0 3*p 1815# 1815# (3.5171% I' (3.5)71% 5x6 3x4 I off I 9 3x8 3x7 cv e 5x6 a 6 20 PLF 30 12 1-0-0 6-0-0 4-0-0 10-0-0 7-10-8 8-1-8 Farc^SfL-R) D BUILDING TYPE: Enclosed Residential 1-0-o i-o-o 37-0-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 7 Co # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: i THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 50" from the left end of bottom panel #3. Maximum PPLive Load Deflection of .55" (9/16), Index-.45, (L/801) Maximum PPTOtal Load Deflection of .862" (14/16), Index-.47, (L/511) RECOMMENDED CAMBER: .47" Zf CLARY DIVISION PLATE TYPE: O.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 7'0" H-15 SPEC T-15 W �� ALPINE ENGINEERED PRODUCTS Inc V_2000 2-0-0 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SOS 1801 S. GSW PKWY. LL TC 30 8C LUMBER PROJECT: CENTER 3705 8 DATE: i Feb 1993 GRAND PRAIRIE, Tx 75051 7.0 DL TC 7 2X4 #2 N SPLAYOUT I0: L-S F �1 n (214) 660-3940 L N L LL BC 0 WEBS 696 OL 8C 10 2X4 A3 SP — ADDRESS: — — ALE: J MEMBER TRUSS PLATE INSTITUTE 33.33 TOTAL q71/8 EXCEPT AS MAY BE NOTED I! LUMBER SMALL BE OF 114E SPECIFIED 41111fr_M ORAUES, 51 ICDHHE�1DR L41ES SHALL BE INSTALLED SM4ME IaICALL. DII 10; ALL IL161M1 CHORD 14EIlBE-5 A;S.114EO ID BEILGVIINUO)SLI 13' /' 11101'ATES LATERAL B I '4E1 P 1.. SPE_IES, AI 10 19%14Af IMILRA MOIStURE CONTENT OR S_ICH H1AT THE J.3114t OPACED Br EITHER 3/e" IMI H1 PL IW10-30 SHEATH/T- I/2' 141 IMSTALLATIGII AMD EPErll,r -,,F 111E TI JS S. FC_I II_IT IS GF HIGHER ALLOWABLE SIPESS '/-LUES, ALL 'IALUES USED 6• 1:.P CHCAG SPLICES APE HOT PECGMMEfIUEO 10 C.C'..IP (MIH! DP'IWALL UP BRACING. 14EMBEPS SPACED 1C' n C IMA%-. TEMPCPAP-I BRACING SHC•JLC BE VOIIE If+ ALC;Ez H._E Wlln- FOP OESI GI+ APE BASED OH irlE LATEST EDITION OF tnE IIA- GIPEC II. ABOVE A 001fvM CHORD SPLICE. •JULESS NOTED OTHERWISE, CUPPENT TPI BPACIH: AHG ERECTION P'_rBLI Z-1 V'JIS. 11011AL DESI GH STAI40AFIDS PUBLISHED B'x THE NATIONAL 71 /-2070 APPROVAL t1LIMBERS: 'UBC 2342. FHA ICS 2014, SSCC 11) ALL CGMPP£SSIDtl CHORD ME14DERS ASSUMED TO BE C✓UTINJO'JSLH5, THIS GESIGH CONFORMS 7; C'UPPEIIT TPI DESIGH SI-'E�IFICA- FOREST FPOGUC I5 ASSOCIATION. 7251. BOCA FILE 86-125 SPACED BV EITHER ?/8" 1t41H ! PL aWGOD SHEATHING. 1/2' TIDUS FOA METAL PLATE COIUIECIEG WOOD TRUSSES A'IG 21 THIS OESIGTI iS BASED DH CLAP, COIWTECTOP PLATES OHL+. BI THIS TRUSS HAS BEER DESIGNED FGA THE LOADING SHOW11 IMI 11 DPIWALL OR BRACIIIG MEMBERS SPACED AT 16" a.c. OUALITI STAHOAADS FOP TRUSSES. 31 CONNECTOR PLATES SIZES APE BASED ON AYIAL FORCES ONLI. Oil THIS DRAWING. IUSTALLATIGH AND USE SHALL COtTFGAM !14Ax?, UNLESS NOTED OTHERWISE. I6? HO MEMBER OF THE TRUSS MA, BE CVT GR 1400IFIED IN ANI W-r, 4? CONVECTOR PLATE SIZES PRE CALLED OUT WIDTH (ACROSS SLOTS; WITH THIS DESK-&4. 12) ® IFIDI•:ATES SEAaIMG LOCATION. 17? SPECIAL HANOL1110 CAPE SHOULD BE TAKEN GL'P111:, SHIPPlfl3 AHD 0-I LENGTH fpI OUG SLOTS' AND THE OPIENTATIO14 OF THE 9) THIS DESIGN IS APPLICABLE TO SHORTER SPAR TRUSSES OF ERECTION OF TRUSSES SEE HIB-91 FOR RECO!4HEIIDATICHS C O'JT T D R CT ON TM 1GTn, IDEt4TICAL LOADING ND CONF GJP T GN. -COIIFIGUPATICII -FID LOADING SPECIFIED By FASPICATOP ' -ADOITIOIJAL PLATING FOP HAFJDLIIJG TRUSSES IS PESPOIISIBILIIr OF FABRICATC.P. ,4, -FALSE BOTT014CHORD IIIFOPMATION FALSE BOT 12-11-B ON LEFT. VERTICAL SPACING=4-0-0. USE MINIMUM OF 2x4 PLATE FOR FASTENING FALSE BOT CHORD VERTICALS. USE 3x4 MIN. FOR SCARF OIJ FALSE BOT CHORD. TRUSS BOTTOM CHORD ABOVE FALSE BOTTOM CHORD MUST BE BPACEO KITH 1x4 CONT. LATERAL BRACING AT 2' O.C. MAY SPACING. RUN 6-0-0 4-0-0 5-3-14 5-2-2 5-5-0 5-3-4 5-9-12 RUN 1-1-7 1-1-7 Max Height 10-7-3 74 PLF 12 d 6 w 5Y5 12 in 6 E71 A \ 1815# I n ]815# [3.5) 71% o (3.5)71% 3x4 3x7 �o MI 4xB� 9 N 5x6 d 6 3x5 20 PLF 30 12 6-0-0 4-0-0 10-6-0 8-0-10 8-5-6 Forces!L-Pi i BUILDING TYPE: Enctosed Residential 1-0-0 37-0-0 1-0-0 CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 13' TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 70 # AT EACH SUPPORT. NET WIND PRESSURE BASED ON DEAD LOADS SHOWN BELOW SEE NOTES 10 AND 11 ABOVE FOR BRACING REQUIREMENTS. No trusses: 5 THIS TRUSS ANALYZED WITH PPSA Maximum deflection occurred 52.5" from the left end of bottom panel 103. Maximum PPLive Load Deflection of .604" (10/16), Index-.493, (L/729) Maximum PPTotal Load Deflection of .946" (15/16), Index-.515, (L/456) RECOMMENDED CAMBER: .51" ©REV 5-1-93 (WIND) A,r CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" SPEC T-16 Q ALPINE ENGINEERED PRODUCTS Inc y 2000 2-0-0 LL TC 30 2X4 #2 N SP ENG. FOR: TRUE TRUSS INC - SDS fl t� 1801 S. GSW PKWY. 7 0 BC LUMBER PROJECT: CENTEX 3705 B DATE: I Feb 1993 �T DRANO PRAIRIE. TX 75051 DL TC 7 2X4 112 N SP VpFI / (214) 660-3940 LA N L LL BC 0WE05 LAYOUT ID: 642 OL BC 10 2X4 #3 SP ADDRESS: 33.33 SCALE: MEMBER TRUSS PLATE INSTITUTE TOTAL 47 EXCEPT AS MAY BE NOTED 1/8 uI� / rer•.io`'•MAtarC.'a ,i': TIPGEp¢fw1A� E� Pr° to r._ CC 0 Ga NB U8�0- pt1 'w" tori SO �N1{t.1 �aE9 E5 O"Pitt' C�11F lU<"'w"Plp .�f�tot L �'�Thgi „tCE`•t \oart-N .23 7,F,.s t:'0 SNOB , t2. 'N :•t\YL1trR 1110,pS EO Hsi __ ,.,�•St 00 E6TD1,tC' �ft€ { •! lot P="`' Te0'E Tif.'Eps f./ IIF. CAU'. i-%�- .ntCES..?` 4t�',E�appt E %Z54S�tE0 F p\iG`j5E f -,SSE,BF Ni!{t 141. 0 941E BEE{l\\5{p,.,-T,\�r\ ,EN &tt\,� g1F%EE• E.xttE rtt�• NT' it t BBc N15 aEE r•PE uL ,r� tzg S,.ys NttrG. ,0 5`0 �_•.. CE 4'NE d5 JT�.`E E�ttt3+p'to{tE e1 ,N1 to,S Ba 1*6131 PpOtaLe, oto AO c.,t,.� N St TIES tNE 7�1 ,N15 ,5 x {Ki.r_ - ,._;..` r•,r+ tQ -'tjISeE•BE Et CP al FtrpGE 5 ,p15:9 �ry 5,�51�+0 t� A 15 BES1Gt •xt St T��EtTita pai Cd'at t7ET�N tTEa�� t FBa iti gE51 t5 s5 0 p{�BTSEO a1,x,i10\t�{\\f iN F1WESt SPaO�is BT512E5 pat BT�E CP,EH,T 1 21 iP►E yTTtE 515�Bt51 T{A 5"9"12 12 1 Abf► b-6�o 6 `3 51 A5X RAI S# Ms Ne14^L 10-x_3 �5 �3.516Ax P4F �? L q i o w 3X4 SN }� N A 3x`' l°gam Resid80C1 1gQ11 12 � 3x EncCode t 6 y}� 5 375 "DING g%1ZlditKi PCH SSP i. 318 P CQiJEstak SpEEp >>H13` e9 q J CMN gf� S 8'S 6 o u1N N RapF ,,�; tS R��1RE0:Ov p r REO-7iRE�6N 15x5 5x6 3x; 0 10 1"0" ilk `oNN rSSIRE sA ON me f� g�t01N 3.AS a e' tapt WINO pg NAO �1 Z 10 fi 3x5 23,A5 6.9'6 NS E NO't�'S 26 3.0'0 'S" - 37.0'0 5'6..0 'Oottom Q6nel 06. 1' -1 1"o.e V00" Pp15end Of 139. k1-l216A31 R-c( EO Cp�Hfed 1993 pLY2E0 left Ind A6. t1( wl�� 0� SP 1505 iE: 1 Sr SHIg tPAA1523 fr penei211661 lIndeX�.1 -.RSV 5'1'93 E 13-7`015 S G " O"IE" f k3( s FpfY GE EX 3 05 r% 0c00�t6 ection 4Of 169» E SCS; m p01ectio�oad DQeflect�pn M6x1m�mUm PPL' S§ \.o6d A �2 N SP PPA dtil t0 6 N,6x1 m ppto E eEfa 2X 5p A00SE`S" tf ugyeg• N6-A 4W �pA01 `,SF) `9C 4 ER 2y,A #2t4o �3 SP G 0 2XA tEo �L SC Mp ,— p C 2�I� SC 3 VEes Ay,MASY�., tYPE• �L ExCEPr,-^-- gC 1pN pats tnc 7.0 13.33 toi� CLApY 01NpyEEpE0 p�P1ME E aZGSM PKM�X '75051 532 1901 n Pp't a9A0 ARE BASED 011 T�E LA EST EbITIOt.OF Tt-iE IIA IPECTL' ASWE A BOTTOM CHORD SPLICE. IILE�S MOTtL ALI PWISr -UPPEIIT TPI SP.C1111 AFIG ERE:TI':A A , I _-JI•BE-S---'LL RE LP IME SPECIFIED MI'llIlLft,GAtADFS. 9' _.tRtE'_TDPI PLATES SHALL BE IIIST.LLEC BIT I ALL TErISI-3fI CHORD 1AE14REAS AFS:nAFC- 10 BE'C9T)T1t&xrJ5Lf 131 $ IfIOICATES LATERAL ePACIFIG IIETIFEn I,' N!" SPECIES. A-TO 19% MOISTURE C"IlItEfa. 3P S!j�. THAT THE JOINT BRACED 61 EITHER 3/8" 44111! PLIW3X SI�ATHIHG. 1/�­ IA! IIISTALLATI_ Cll�fi OP THE ­JSS, AEPNVIE111. I - ` VALUES, IA , C. tc.p C M ­PCA�:CE F HISMEP ALLOWABLE STRESS L JE ALL VALUES USED SPLICES ARE 1I07 RECOMMENDED TO 0=IP (M IN: DRYWALL OR BRAC11r,ME14BERS SPACED IC' 0 C (MA/!, 7EMPOPAPI �'P'ALIlCtISE�SECJLD BE DOME Ir4 AC WITH S TPI a rill I E FDP OESI�14 ARE BASED DIA THE LATEST B IT F THE IIA- rlPELTL'e ABOE A BOTTOM CHORD SPLICE TIDIED OTHERWISE CUPPENT PA_ G AHG RECTIZII PUBLI_-TlO S I I '04'�IOU44_ 71 4-2 00 APPROVAL tPUMBERS: UBC 2342. rHA TICS,2014. SOCC lit ALL C014PPESSION CHORD ME14BERS ASS',lMEO TO BE CO1,TItrJUUSLfl5J THIS OESIGTI CDrIFOPMS TO CURRENT TPI CESIS14 SPEC F CA- FIOIIAL CESIS14 STMICARDS F'..LISHEO By HE T C. SOCA B , I I I I 21 THIS PRODUCTS ASSOCIATILIN., 7251. OC A FIL E "6-"5 :PACEP Bf EITHER 1/8" MIN.I PLYW300 SHEATHING. /2' IONS FOP METAL PLATE 15111IECTEO HOOD TRUSSES AND HIS DESI"Ai IS BASED BIT CIL A COINIECTDn PLATES OIIL� 8) T1111 TRUSS HAS EEt)DESIGIIED FOP THE LOADHIG SHOWN U 111.) DAINALL OR BPACIIiG M648EPS SPACED AT 16- c, c. nuAL17, ST AWARDS POP (PUSSES. 31 C - POPLES ONLY. Off THIS DPAWIUG. 111S TALLATTOU A11D USE SHALL CONFOPM 1 11 MA? CUT OR 140CIr(EO IN 4fJ? HAI a�:;ECIjP PLATES S12ES,EE BASED OtJ AXIAL F (MA/I. UTILES fl()TEO OTHEPWISE. E, 0 MEMBER OF THE TRUSS BE 4� CC; ECT30 PLATE SIZES An CALLED BUT WIDTH iACE S 11_.Tl! WITH THIS DESIGN 12� INDICATES DEAATUO LOCAIIOT 171 SPECIAL MHANOL 1110 CAPE SHOULD BE TAKEIIECURIT3 SHIRIP10 AllD "OS S! E 01 LENGTH (ALONG SL-TS�,�""C,,�T),HE.,OPl�EIITPALIICIEI OF THE THIS DESIGN IS APPLICABLE TD JMAHDRTtE4P SPAN TRUSSES OF RED IC OF TRUSSES SEE HIB-91 FOR 0 -511ME110ATIOPIS CALL D"T I, 'H� I L EUGTH, ID DEIJTICAL LOADING AND CONE IG _110 :C(,IIFIGUAATIOrl Air, LOADIITG-SPECIFIED BY FABRICAtOP. ADDITIONAL PLATING FOR HAIIDLII)G TRUSSES IS PESPOIISIBILITe OF F4BPICATGP, -THIS TRUSS IS DESIGNED ONLY FOR THE LOADS SHONN. PRO11SION FOR THE PREVENTION OF PONDING MUST BE MADE AND IS (JOT THE RESPONSIBILITY OF THE TRUSS FABRICATOR OR CLARY. -ANTICIPATED HOPIZONTAL MOVEMENT U?JDEP TOTAL LOAD - .423' -FALSE 0077014 CHORD INFORMATION FALSE BOT 7-0-0 014 LEFT. VERTICAL SPAC114G=4-0-0. USE MINIMUM OF 2x4 PLATE FOP FASTENING FALSE BOT CHORD 'iEPIICALS. USE 3x4 MIN. FOR SCARF (III FALSE 801 CHOPO 2-7-0 TRUSS BOTTOM CHORD ABOVE FALSE BOTTGN CHORD MUST BE BRACED KITH IA4 2-9-11 3-1-3 4-6-0 4-5-0 5-10-8 6-1-8 RUN CCITT. LATERAL BRACING AT 2' D.C. MAX, SPACITIG. RUN 4-5-0 3-1-3 1-1-7 02 12 02 #2 02 02 #2 1-1-7 74 PLF Max Height 8-4-3 12 281f 3330 384# 218# 210# 433# 12 210# 240# 216# X >_?*4 15 V I ; m Ci 7­lf 90f 135# 149# It7l 580 .4 , !-�.7 Alf 1712f 3K. 1 3 51671 1711# IiZ 4x5 3xB 3x8 3x7 [3.5149% ?1 1X TIDIJ 3x5 CU 3,18 -3.58 12 20 PLF 2-7-0 4-5-0 4-6-0 4-6-0 9-0-0 5-10-8 6-1-8 #2 #2 #2 #2 #2 ForcesIL-R) 1-0-0 2x4 2x4 2x4 2x4 2x4 1-0-0 37-0-0 > BUILDING TYPE: Enclosed Residential CODE: Standard Building Code (SBCCI 1991) WIND SPEED: 110 mph MEAN ROOF HEIGHT: 131 TRUSS LOCATION: (Se) area UPLIFT CONNECTION REQUIRED: 7&1 # 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 03. Maximum Live Load Deflection of .624* (10/16), Index-.506, (L/712) Maximum Total Load Deflection of .978" (1-0). Index-.529, (L/454) RECOMMENDED CAMBER: .53" [�>REV 5-1-93 NOD) kLr 6-1 CLARY DIVISION PLATE TYPE: D.C. SPACING LOADING (PSF) TC LUMBER TRUSS: 37'0" H-11 SPEC T-13 ALPINE ENGINEERED PRODUCTS Inc v--l;?000 2-0-0 LL Tc 30 2X4 #2 Ds SP ENG. FOR: TRUE TRUSS INC - SDS 1801 S. GSW PKWY. GRAND PRAIRIE. TX 75051 7.0 DL TC 7 BC LUMBER 2X6 #1 Ds SP PROJECT: CENTEX 3705 B DATE: I Feb 1993 FJq (214) 660-3940 PLATE AREA: V-INC -FDTFSTL LL BC 0 WEBS LAYOUT 10: MEMBER TRUSS PLATE INSTITUTE 898 33.33 DL BC 10 2X4 #3 SP ADDRESS: SCALE: TOTAL 47 EXCEPT AS MAY BE NOTED