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Applicability of design parameters and proper incolpolawn of component Is iesponslbllffy of building designer-not truss temporary bracing to Insure stability during construction Is the Ell designer.Bracing shown is to,lateral support of IndIvIdual web membei,s.only.Additional ,, I responsibility of the ofectoi.Additional peFmon*nt biocing of the a I structure is the ponsibility of the building designer.For general guidance iegaiding labilcotion,quality control,storage,delivery,election and biocIng,consuff gST.88 Quality Standard,OSS-89 Bracing Specification.and HIS-91 MiTeko Handling Installing and Bracing Recommendation available from 7juss Plate Insiltute,583 D'Onotilo Drive,Madison,WI 53719. ;=1 c 0 CL Cc: Y 0 C -0 (D c a) E c a) cl 0 0 0 c c (D- 0 IL Cw j-C a) 70 w 0 1) Zi (a 0 a) :g a) 0 ccj: -0 c 'E a) .0 P-4 C .9; d 0)= -5 -d c c c: a z — 0) w C W W 0 U 0 E F w 'a w c 3 u :;= a) C OL w c a) c W — Z a 0 w.2 c: a) -0 0)(D cl 0) 20 U -- 0) 0) D a 0 0 ww C6 a C -0 E 0) 6 - -V (D a -0 c 0 (D c a) DO a) 0 'a-- w a) cn a) C: W .6 c C Z -0 U) (A 0 n 0 E U 0 (D C 'd -g? 2 0 LD X- u 0 0� a) — u C 0 — — E CL D.— U > 0 2 E— -Ln a)D -d� 'O 0 cl (D 02 CD 0 0) < '0 (D '- - 2 0 a -.5 t —I) ;r- :F E 5 tog 6— E CL a 0 a 0 2 C3 E -0 0 -0 zo -d a) u 0 1 0 M 0 0 u ma a) a) w '0 a 'n E u, 0 0) c u -0 u 0 E (D C 0 0 U = 0 ma 0 0 :f� 0 :3 — 2 3: -0 c w 0 a) u;r- 2 0 r- 0 x 0 a) .�— — — w , 0 0 > a) cn -0 C Cr 0 — w C �g u) 0 a) 0 C: C (D (FAD—0 CT >-E c '— :3 0 :3 3: 0 - 0 0 C: 0 — a) a) — : :L- 0 E 0 u c 2 x C C U, C 'n 0 :3 a) 0 = () a) C]L 0) CL CD 0)= cn 0 -0.9 — u 0) a) (1) (1) 13 a a) a) 70 0 '0 :3 w 10 0 - b CL tp cn 0 N 0 ii a) a c o -c- 6 - d cl a) E c — fA c - U. 0 0 (D -0 W W C: u u u 0 - 0 D w a — — - E E - 13 6'§ a — - 6 w cl U'D c U C C 0-- w 0 w W '— C a) W 70 0 � a) a) C 0 0 'D C 0 z 0).r D)O (D w :r- X .0 a g; ! 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R070SF 1 4 onal) -27ff-Na-g-e-i— (optL-— ---VVe-d-RIar-D-T-f 2-,.4S 34 s ep I reVlndustries, Inc. 0 -2-9-15 5-4-11 9-10-13 2-9-15 5-4-11 4-6-2 Scale 1:20.6 4 2.83 FTT 3x4 3 2 Li 7 6 5 3X5 1.5x4 11 3x4 9-10-13 9-10-13 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) 0,07 6-7 >999 M1120 249/190 TCDL 10.0 Lumber increase 1.25 BC 0.51 Vert(TQ 0.44 1-2 >82 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(TL) 0.01 5 n/a Weight:42 lb BCDL 10.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/def I = 360 BRACING LUMBER TOP CHORD Sheathed or 6-0-0 oc purlins. TOP CHORD 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 7-1-12 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=255/Mechanical,2=536/0-4-15, 5=351/Mechanical Max Horz 2=311(load case 2) Max Uplift4=-337(load case 3),2=-627(load case 2), 5 137(load case 3) FORCES (lb)-First Load Case Only TOPCHORD 1-2=38, 2-3=-985,3-4=44 BOT CHORD 2-7=937,6-7=937, 5-6=0 WEBS 3-6=-978, 3-7=120 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1,33,and the plate grip increase is 1.33 2) Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 337 lb uplift at joint 4,627 lb uplift at joint 2 and 137 Ila uplift at joint 5. 4)This truss has been designed with ANSIITPI 1-1995 criteria. 5) Load case(s) 1,2,3,4 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) 1)Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) R ED�1, Vert: 1-2=-60.0 Trapezoidal Loads(plf) Ok Vert:2=-3.1-to-4=-148.5, 2=-O.O-to-5=-49.5 2)Wind Left: Lumber Increase=1.33, Plate Increase=1.33 a Uniform Loads(plf) Z 00406C2 - Vert: 1-2=119.5 Horz: 1-2=-129.5 STATE OF :or z Trapezoidal Loads(plf) �Z Vert:2=-0.6-to_3=96.7,3=86.4-to-4=173.4, 2=-O.O-to-S=-24.7 Horz: 2=0.0-to-3=-110.0,3=-99.7-to-4=-198.1 3)Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) ED %%% Vert: 1-2=109.1 Horz: 1-2=-1 19.1 Trapezoidal Loads(plf) Vert: 2=-10.9-to-3=86.4,3=96.7-to-4=183.7,2=-O.O-to-5=-24.7 March 12,2001 Horz: 2=10.4-to-3=-99.7,3=-110.0-to-4=-208.5 N SONTWS DR BZ" b in -n --t--—d==Z t nd k 1-' -1h a., -.n—l-,. h d __ __., n_n or d .n ffi. po o po d 'o'Y n po = p. , P-'7 "o NG V- M pp. gy d d '0--,-, -nT pl- n, d .d lood ". '. '..g up .o" po or -n, MiTake d n c, 1h or Add� �n .d.rd. 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I hu Mar 08 11,21,34 2001 Page 2 LOAD CASE(S) 4) ist Wind Parallel: Lumber Increase 1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=109.1 Horz: 1-2=-119.1 Trapezoidal Loads(plf) Vert: 2=-15.2-to-3=123.1, 2=0.0-to-4=-17.7 Horz: 2=14.6-to-3=-140.7 grt Pa ZVOKE V— Design valid tof use ontY with MlTek connectois.7his design Is based only upon poiametefs shown,and is joi an Individual building component to be Insiolled and k>oded votticolly. Applicability of design poiameteis and PfoPef incotpoiation at component Is iesponslbllttY of building designei-not huss desIgnei.Biocing shown Is tof latel0f SuPPO'll Of Individual web membeis only.Additional tempotaty blocing to Insule stability duilng consiluction Is the iesponsibility of the elector.Additional peimonent bracing of the ov*1011 Shuctule Is the iesponsibilitV at the building designel.Foi genewal guidance iegoiding tobilcation,quality contiol,stolage,delivery,election and b(acing,consult OST-88 Quality Standard,DSS-89 1racIng Specification,and HIS-91 MiTeke .. —----I--m-1---.— �%rVe'—ft"Dilve.Madison.WI$3719. 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Wed Mar 07 12,4b,33 Z001 Page 1 -2-0-0 5-0-0 2-0-0 5-0-0 Scale 1:13.9 3 4.00FT2- Lr 2 4 3X4 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) n/a - n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TQ 0.14 1-2 >185 SCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0-00 3 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 19 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-0 oc purlins. bracing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc REACTIONS (lb/size) 3=1 12/Mechanical,2=34710-3-8,4=48/Mechanical Max Horz 2=207(load case 3) Max Uplift3=-128(load case 3), 2=-415(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=37, 2-3=28 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind, If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 REDkk"-P;,** 2) Refer to girder(s)for truss to truss connections. 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 128 lb uplift atjoint 3 and 415 lb Fie uplift at joint 2. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. 0040532 LOAD CASE(S) STATE OF -Q� 1)Regular: Lumber Increase=1.25, Plate Increase=1.25 0 Uniform Loads(plf) 4v- Vert: 1-3=-60.0, 2-4=-20.0 N 2)Wind Left: Lumber Increase=1.33, Plate Increase=1.33 60**Nr� Uniform Loads(plf) D Vert: 1-2=117.5, 2-3=61.2,2-4=-10.0 Horz: 1-2=-127.5, 2-3=-71.2 3)Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=109.1, 2-3=69.6,2-4 10.0 Horz: 1-2=-119.1,2-3=-79.6 4) 1 st Wind Parallel: Lumber Increase=1.33,Plate Increase 1.33 Uniform Loads(plf) Vert: 1-2=109.1,2-3=61.2, 2-4=-10.0 Horz: 1-2=-119.1,2-3=-71.2 March 12,2001 C: Q) 0 cn — cc -0 CD -- 0 cc 0 a w c 0 a 3: C.2 E 0 (D a C: c w a) a) -0 64; CD (D CD 0 0 (D 0 a) — C 0 Z 61) — t a) c o '5 tj c CZ c U) -- U, C) a M 6 -0 ca g) g c t C: w 0 0 E c co U :r-- a) — o c a) -oc C a 0 (D - C a a) 0— U23 -C a) a 0 L) a)— 0) - -D :5 6 CL c 0 Y -0 E 0) 0) C (D a) 0 :3 c a) 0 P3 -LA a) — 0 -a -- U, *:: c a) 70 0 c -0 0 cn a) 0 0 CD a) - -d c W a) U 0 (D C a) c z 2 u - 0 0� -C - -= E c C% o LD w (D C 0 (D > -8 -d — 0 :Fi 3. 0 E is :r- . — (D a) �Q a) C3 -0 0 < E 5 E cL 0 a 0 0 u -o E _0 w o a) E o -d Q) 0 -0 0 0 E 0 a) c .Ln LD .9 z >� 0) — () 'ao) 0 E (D U) (D a) Ma 0 0 F� w 6 (D -C C (D 0 u;r- a D 0 z 0 x a) a) Z: 0 .0 -a c — 0 .�— — — w - 0 0 > — 0 a) c 0 — w C 0 0 (D Z c — C: E c: :3 D .— cr - 0 :3 3: 0 a) — -0 a) 0) a) — C: 0 C C) E 0 57 (D cw, C I - - 0 a) — X 0 o c: o —0 C: C w c >, (D -0 :3 cl a)— co Ln 0 Z — 0 U 0) a) W 0 :3 0 — CD a) '0 w 0 --0 (D -rn Cl ca w C 0 rZ a) 0 Cl w a — 3: c . 0 — c o -N — c 0 u) E B a) — a) c E o D 0 LA. o o (D -0 b a) (D a) a) w 0 0 () 0 o 2 — C: o U 'D E 9 -0 C Z z 0 a z a) a) -0 0 c cb a) (D C: a) a) 70 c C3 X.0 :3 — :3 0 o a) 0. 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ROOF TRUSS 4.20 S s 8 1 (optional) -2-0-0 5-0-0 5-0-0 2-0-0 Scale 1:14.4 3 4.00FfT 2 3X4 5-0-0 i 5-0-0 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) n/a n/a M1120 2491190 TCDL 10.0 Lumber Increase 1.25 BC 0.10 Veft(TL) 0.14 1-2 >185 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0-00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 19 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-0 oc pu!lins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=112/0-3-8,2=346/0-3-8,4 47/0-3-8 Max Horz 2=207(load case 3) Max Uplift3=-128(load case 3),2=-415(load case 2) FORCES Ob)-First Load Case Only TOPCHORD 1-2=37,2-3=28 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist,they are -y are exposed to wind. If porches exist,they are not exposed to wind. The '1101fIllpff" not exposed to wind. If cantilevers exist,the "0 R ED lumber DOL increase is 1.33, and the plate grip increase is.1.33 ... *;/. 2) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 128 lb uplift at joint 3 and 415 lb - a ��4 i F I uplift at joint 2. 3)This truss has been designed with ANSI/TPI 1-1995 criteria. Cj <0 0 04'D SC'2 LOAD CASE(S) 1)Regular: Lumber Increase=1.25, Plate Increase=1.25 STATE OF Uniform Loads(plf) A Vert: 1-3=-60.0,2-4=-20.0 '01�- - ORI Tease=1.33 2)Wind Left: Lumber Increase=1.33, Plate Inc eG Uniform Loads(plf) IT Vert: 1-2=117.5,2-3=61.2,2-4=-10.0 Horz: 1-2=-127.5, 2-3=-71.2 3)Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=109.1, 2-3=69.6,2-4=-10.0 Horz: 1-2=-119.1 2-3=-79.6 4) 1 st Wind Parallel: Lumber increase=1.33, Plate Increase 1.33 Uniform Loads(plf) Vert: 1-2=109.1,2-3=61.2,2-4=-10.0 Horz: 1-2=-119.1, 2-3=-71.2 March 12,2001 --AWARN'l�llil�ll�;lili'�l'li:�� lliiiiiii::Ull gn paranist Design valid for use only with MrTek connectois.This design Is based only upon parameters shown,and Is for an Individual building component to be proper Incorporation of component Is responsibility of building designer-not truss installed and loaded vert�--olly. Applicability of design parameters and n designer.Bracing shown is to,weiat support of individual web members only.Additional temporary bracing to Insure stability dufl g construction It the responsibility of the eloctol.Additional permanent bracing of the overall structure Is the iesponsIblitly of the building designer.For general guidance regarding fabrication,quailly contFOL storage,delivery,ofecilon and bracing,consull OST-88 Quality standard.DSB-89 Bracing speculcation,and HIB-91 MiTeke Handling Installing and Bracing Recommendation available from Truss Plate Institute.593 D'Onofilo Drive,Madison,WI 53719. Cc: a) ro 'P 4- - c 0 OC ow 0 (D 0 o Z 0 0 (ED ao) E cc u C: w 0 0 0 -a 0 c Z CL) (D 'o 0 a) u) :;:7 20 '0 6 (D c -- (1)-�� 0 0 Z C -0 C C: (1) c LD :) t! c c c))= U) 0) w c a) 70 c 0 c c 'LD t; ow ow UO E -0 c 0)c c 0 0 Fj g a 0 c a 0 CD c (D 0 0)a) a 2 0 U - a) - 0)_ U o --o - a) C :: C 'D - 0 m 0 C: E c w 0 Aa 2 - 0 a) n 0 0) 0 "D zr: W *= 0) U a) 0 aR -0 C) 'a 0 �c -0 cn W �t. 0 -0 -0 — 00 (D C.9 A) a) C: C C C: w - C3 E -Ln W :F� �.= C3 C c a) u 0 __ .D 0 CL U LD z 0 w 0 w C3 .0- 0 0 05 0 2 E- Z a) a) 0 3 -5 2 a) 0) 0 < _0 E E a 0 D 0 C) 0 E - o a w 0 a) c 0 E 0 r 0 .0 0 0 wln - Ma 0 -0 -0 E a) zcn tn a) (D 0 a) C: :3 0 u:r- 4i u 0 a) c- a) (D a) c !=: - 0) in 0 0 > (D a) rl :3 '6 '6 Ox W -0 C: in C: 0 -- 0 a) — -0 — — (D c C a) 0 (D c: E C cr c 0 -0 ui E 0 u a) rD rl x 0 -6 .2 a) C " C: 2 a) 0 Cl 0 w (D 0 :3 C 0 a) c w -6 >. a) a) 0 '0 D - - 0 .0 0 a) P) h -c- - a) C- 0 CL AD 0)= 0 D.9 C U, o . w —.0 c 0 a W a D 0 . - C: *a, o 0 -,e!e E 0 -0 c - w E- a)- a) -0 W6 0 0 (D -0 0) Q) a—) =0 C (D > 0 u 0 (D C -0 C: 0 Cl .0 —a) (D CO) 0 c — o 0 mn a) w " 0 CD w �5 — 0 M a 0)0 -E > U D 0 0 C: 0 w O)o U u c E -9 -0 a) CL c a 0- 0 C w u C— 0 Cl 0 (D a > (D U 0 w :3 z 0 0 U 0 — .— — C E 0 a) E — — :3 w 0 E --: a) 0 ts B .9 2 .- - U 'o o z c 0 �2 0 o c W cl D c a) g 2 w '6 0) 3: -0 700) 1 U - 0 cl)-: - (1) cl E 0 _rZ -E E-0 o -b o E a o CL 0 u c C u C z 6) E 02'5 3' g -9:Z:7 C: o c C: 0 . 0 0 0 c 0 0. 0 o a- .Q b P 3 o a U m. FL ZW -:-)j C_ 0 co :3 < 0 0 in - in 1 (D U ci C� C15 li vi LL vi .4 L6 16 C6 6 OldOHOdOl LO tD z Z Lu Z 6 E co ol 0 M�t x u 0 0 > 00 z 0 10 0 C� C14 C�) a: LU LU im lululu IL & CN 0, low ."id 0 Lmu ol � Iq r- cy) U) LO Is 4) co K LU ol U) C) ;I ui =0 — LU ol cli A 0 Z Z 2 L6 OC) (14 '0 Z a: 3:* in 00 CY) co 0 0 p 0 0 — 1 6 Cl) Im Im ag ag u C') 10 14 o C< U. 01 0 LU m < 00 co 00 0 \\Tno -'"m !� - -i 0 LU UA M dL (13 jD 2 cc L :3 0 u mu o z z E laug LAS < Z LU z < LL z= X " z 0 u 0 Z) OdOHOdOl u in m cn (D C:L c 0 (L) (D C� 70 c o o 2 < w a) (3) LD 0 0 _0 U; a) C: -C .t: CL r 0 -0 Z 0 0 -in (1) 0 —76) p — 0 C: (1) 'n 0 0 0— a) 0 a) 0 Mn 0 c 0 D 0 cl 0 C 70 0 0 c c a) c C 0 0- o P 0 0 70 U) a) z W C 6 :�i : c o C 0 C) o 0) LU 0 C — -;; . .8 a) a) = a) - u ex D C: c 0 = > 0 E :3 0 0 LJ c :3 0 ao 0 0 co_0 _0 a cn (D -C, -v; — ?� 04��- c E u (1) D a Z5_ c c X w C3 .0 U) Gi — z t: c O .0 C z 5 c tx - R� Bg U - (D E E -0 u u C c Q) t w (D t C .9 .9 Z ID a) 0 ZD_ t ic a z CL _0 z c 00 c 3: 0 a P C U u 3 LU E0 JL x -cc z 5. gm UA 0 49 AL :5 Job rus Truss Type ty y 1730578 5518 J03 ROOF TRUSS 16 1 (optional) -SUI[EDERS7RUSS INC.,Woodbine,GA. 4.201 SR1 s Sep 13 000 mi rek industries-,lnE.-Wed Mar 07 12:45:32 2001 Page 1 -2-0-0 3-0-0 2-0-0 3-0-0 Scale 1:10.4 X 4.00F17 C� 2 3x4 4 1 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) n/a - n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.04 Vert(TQ 0.16 1-2 >160 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=30/Mechanical,2=289/0-3-8,4=28/Mechanical Max Horz 2=1 54(load case 3) Max Uplift3=-7(load case 3), 2=-418(load case 2) FORCES (lb)-First Load Case Only TOPCHORD 1-2=37,2-3=-45 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category 1, condition I 0,11111111FIF", enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are RE011,1�r, not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The 4 go lumber DOL increase is 1.33,and the plate grip increase is 1.33 0�.l I F1 d 4 - 2)Refer to girder(s)for truss to truss connections. -Z 0.t7 3) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 7 lb uplift at joint 3 and 418 lb <C1 a. uplift at joint 2. 004 0,1502 0 4)This truss has been designed with ANSI/TPI 1-1995 criteria. STAT OF -t-- LOAD CASE(S) 1)Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) N Vert: 1-3=-60.0,2-4=-20.0 2)Wind Left: Lumber Increase=1.33, Plate lncrease=1.33 Uniform Loads(plf) Vert: 1-2=117.5,2-3=61.2,2-4=-10.0 Horz: 1-2=-127.5,2-3=-71.2 3)Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=109.1,2-3=69.6,2-4=-10.0 Horz: 1-2=-119.1, 2-3=-79.6 4) 1 st Wind Parallel: Lumber Increase=1.33, Plate Increase 1.33 Uniform Loads(plf) Vert: 1-2=109.1,2-3=61.2,2-4=-10.0 Horz: 1-2=-119.1, 2-3=-71.2 March 12,2001 WARMING-VerW doeign paraniete"and KrVW 1VUrJ55 Un 71-1111b AMU ME VZOME ',Wz AZZYMAIM USE- Design valid for use only with Mffek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loodod vertically. Applicability of design parameters and proper Incorporation of component Is iesponsiblIfty of building designer-not truss designer.Bracing shown k for lateral support of Individual web members only.Additional temporary bracing to insum stability during construction Is the responsibility of the*ioctoi.Additional permanent bracing of the overall structure k the responsibility of the building designer.For general guidance regarding labrIcallon,quality contiol.storage,delivery,erection and bracing,consuff QST-88 Quality Standard.DSI-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommondation available from Truss Plate Institute,593 D'Onofilo Drive,Madison,WI 53719. 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Wed Mar 07 12:45:31 2001 Page 1 -2-0-0 1-0-0 2-0-0 1-0-0 Scale 1:6.9 3 3 4.00 rIT 2 3x4 4 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.02 4 >615 M1120 2491190 TCDL 10.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0.09 1-2 >270 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight:6 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-93/Mechanical, 2=291/0-3-8 Max Horz 2=106(load case 2) Max Uplift3=-93(load case 1),2=-542(load case 2) Max Grav 3=256(load case 2), 2=291(load case 1) FORCES (lb)-First Load Case Only TOPCHORD 1-2=37,2-3=-52 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The R ED k;, lumber DOL increase is 1.33,and the plate grip increase is 1.33 4 2)Refer to girder(s)for truss to truss connections. -1 IF IC 3) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 3 and 542 lb uplift at joint 2. ()o A 4)This truss has been designed with ANSI/TP1 1-1995 criteria. B STATE OF LOAD CASE(S) 1)Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) N Vert: 1-3=-60.0, 2-4=-20.0 2)Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=117.5, 2-3=61.2, 2-4=-10.0 Horz: 1-2=-127.5,2-3=-71.2 3)Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=109.1, 2-3=69.6, 2-4=-10.0 Horz: 1-2=-119.1, 2-3=-79.6 4) 1 st Wind Parallel: Lumber Increase=1.33, Plate Increase 1.33 Uniform Loads(plf) Vert: 1-2=109.1, 2-3=61.2,2-4 10.0 Horz: 1-2=-1 19.1,2-3=-71.2 March 12,2001 AJ WAIRIVING-Verffly design paranwters and READ IVUFZS OR TkUal AND JWvzxsz ME BZFDRIC VSX. Design valid tot use only with MITek connectois.This design is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary biocIng to Insuie stability during construction Is the responsibility of the erectoi.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard.OSI-89 Bracing Specification,and HIB-91 Handling Installing and Bracing R*commandation available from Truss Plate Institute,593 D'Onofilo Drive,Madison,WI 53719. 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I"- LL, JL Ij x z R CL IL LU 0 Job r uss russ ype y 1730576 5518 CO2 ROOF TRUSS 2 1 (optional) -Va—ge-l— BUILDERS TRU 00 me, GA. 4,-20-f---STff-s-S-e-p-T3-20DO-ITirek industries, Inc. e ar LOAD CASE(S) Concentrated Loads 0b) Vert: 8=199.5 7=199.5 4) 1 st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=109.1,2-3=61.2, 3-4=114.3,4-5 61.2, 5-6 109.1, 2-8=-1 0.0, 7-8=-1 6.8, 5-7=-1 0.0 Horz: 1-2=-1 19.1, 2-3=-71.2,4-5=71.2, 5-6 119.1 Concentrated Loads 0b) Vert: 8=199.5 7=199.5 5) 1 st unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert: 1-3=-60.0, 3-4=-100.6,4-6=-20.0, 2-8=-20.0,7-8=-33.5, 5-7=-20.0 Concentrated Loads 0b) Vert: 8=-2 33.3 7=-2 33.3 6) 2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert: 1-3=-20.0, 3-4=-100.6,4-6=-60.0, 2-8=-20.0,7-8=-33.5, 5-7=-20.0 Concentrated Loads(lb) Vert: 8=-233.3 7=-233.3 it on U a..Muz nZ:d islof 7Individual building component to be Vmeters=shown, 11 D ration of component Is responsibility of building designer-not truss d lonal temporary bracing to insure stobvity during construction Is the b the responsibility of the building designer.For general guidance It QST-88 Quality Standard,DSB-89 gracing Specification.and HIB-91 MiTemko 3 D'Onofrlo Drive,Madison,Wl 53719. oc c c CL (D -0 (1) U -C -C u a) U 2 u 0 0 c C2 E (D a � w a) .0 (D C CD � z a) 0 a) 0 CL -C a) a) :Z:, a) 0 06 .9(D 0 N c Z a) — — — c: -0 c: c: a) C — — 0 00 - (1) w C 0 C)7 *rn C) c c Cl) U) W W 0 0 E (D a C (D -0 DO 0 c cn - Z 0 :r- C 0 CL -a :g 0 0 a) — c — u c c cl a) -vj -- .-0)a) a OC 0 -0— T-0 .0)- L) — E 0) 0 — U-- — W En 0 w :6 U; En 0. 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Wed flar 07 1 Z:45:31 2DO age -2-0-0 5-0-0 6-0-0 11-0-0 13-0-0 2-0-0 5-0-0 1-0-0 5-0-0 2-0-0 Scale 1:27.3 5X5 = 5x5 4.00 FTT 3 4 F L U) 2 5 U) -9--9 6 1? 0 X4 8 7 3x 1.5x4 11 1.5x4 11 5-0-0 1 6-0-0 1 11-0-0 5-0-0 1-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) 0.06 8 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) 0.09 6 >296 BCLL 0.0 Rep Stress Incr No WB 0.12 Horz(TL) 0.02 5 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/defl = 360 Weight:44 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS Ob/size) 2=816/0-3-8, 5=816/0-3-8 Max Horz 2=20(load case 2) Max Uplift2=-782(load case 2), 5=-782(load case 3) FORCES (lb)-First Load Case Only TOPCHORD 1-2=37,2-3=-1499, 3-4=-1392,4-5=-1499, 5-6=37 BOT CHORD 2-8=1367,7-8=1392, 5-7=1367 WEBS 3-8=293,4-7=293 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 pst top chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The (j G 0 4 9 Z 2 lumber DOL increase is 1.33, and the plate grip increase is 1.33 2 3) Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 782 lb uplift at joint 2 and 782 lb ,I* t' STATEOF uplift at joint 5. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. 6)Load case(s) 1,2,3,4,5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss, 7)Special hanger(s)or connection(s)required to support concentrated load(s)233.31b down and 356.3lb up at 6-0-0,and 233.31b down and 356.31b up at 5-0-0 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. LOAD CASE(S) 1)Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert: 1-3=-60.0,3-4=-100.6,4-6=-60.0, 2-8=-20.0,7-8=-33.5, 5-7=-20.0 Concentrated Loads(lb) Vert:8=-233.3 7=-233.3 2)Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=117.5,2-3=69.6, 3-4=114.3,4-5=61.2, 5-6=109.1, 2-8=-10.0,7-8=-16.8, 5-7=-10.0 Horz: 1-2=-1 27.5,2-3=-79.6,4-5=71.2, 5-6=119.1 Concentrated Loads(lb) Vert:8=199.5 7=199.5 3)Wind Right: Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=109.1,2-3=61.2, 3-4=114.3,4-5=69.6, 5-6=117.5,2-8=-1 0.0, 7-8=-1 6.8,5-7=-1 0.0 March 12,2001 Horz: 1-2=-119.1, 2-3=-71.2,4-5=79.6, 5-6=127.5 CqLntinued on page 2 As WARNM-vervy""Jusurs purawtorm and RIMV-1ifors am 8- Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is lot lateral support of Individual web members only.Additional temporary bracing to lunsule stability during construction Is the iesponsiblIlly of the elector.Additional permanent bracing of the overall structure Is the responsibility of the b Ilding designer.For general guidance regarding fabrication,quality contiol,storage,delivery,election and bracing,consult QST-88 Quality Standard,DSI-89 Bracing specification.and HIS-91 Handling Installing and Bracing Recommondatlon available from Truss Plate Institute,583 D'Onoftlo Drive,Madison,WI 53719. 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LU 0 so -J-015-- I russ Truss Type y y 1730575 5518 Coil ROOF TRUSS 2 1 (optional) BUILDERS TRUSS INC.,Woodbine, GA. 4.201 SR1 s Sep 13 000 mirek Industries, Inc. Wed Mar 07 12:45:30 20OT-P-ag-e-f- -2-0-0 5-6-0 11-0-0 13-0-0 2-0-0 5-6-0 5-6-0 2-0-0 Scale 1:24.3 4X4 3 4.00FT2- U) 2 F1 U 5 0 6 3A 15A 3x4 5-6-0 11-0-0 5-6-0 5-6-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) 0.02 6 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.24 Vert(TQ 0.07 4-5 >368 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.01 4 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight:42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=557/0-3-8,4=557/0-3-8 Max Horz 2=-21(load case 3) Max Uplift2=-558(load case 2),4=-558(load case 3) FORCES Ob)-First Load Case Only TOPCHORD 1-2=18,2-3=-652,3-4=-652,4-5=18 BOT CHORD 2-6=616,4-6=616 WEBS 3-6=107 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category 1,condition 1 '0600, enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist,they are 00 not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 0 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 558 lb uplift at joint 2 and 558 lb 0 004 r'32 0 uplift at joint 4. 4)This truss has been designed with ANSI/TPl 1-1995 criteria. STATE OF S 1 4q z LOAD CASE(S) N 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(pit) Vert: 1-3=-60.0, 3-5=-60.0,2-4=-20.0 2)Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(pit) Vert: 1-2=117.5,2-3=69.6,3-4=61.2,4-5=109.1,2-4=-10.0 Horz: 1-2=-127.5, 2-3=-79.6,3-4=71.2,4-5=119.1 3)Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(pit) N0 REDh� Vert: 1-2=109.1,2-3=61.2,3-4=69.6,4-5=117.5, 2-4=-10.0 Horz: 1-2=-119.1,2-3=-71.2,3-4=79.6,4-5=127.5 4) 1stWind Parallel: Lumber Increase=1.33, Plate lncrease=1.33 Uniform Loads(pit) Vert: 1-2=109.1,2-3=61.2,3-4=61.2,4-5=109.1,2-4=-10.0 Horz: 1-2=-1 19.1,2-3=-71.2, 3-4=71.2,4-5=119.1 5) 1 st unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(pit) Vert: 1-3=-60.0, 3-5=-20.0,2-4=-20.0 6)2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(pit) March 12,2001 Vert: 1-3=-20.0,3-5=-60.0, 2-4=-20.0 WAIIINIING-VV,Vg drAy.puraumt.r.and RE"NOTES ON TJUS AND JWVMWB sioz BEPOM U911111. Design valid tot use only with MITek connectors.This design Is based only upon parameters shown,and Is tot an Individual building component to be Installed and looded vertically. ApplicobilRy of design parameters and proper Incotpotation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the tesponsibility of the erector.Additional peimanent bracing of the overall structure Is the responsibility of the building designer.For general guidance tegaiding fabrication,quoltly contiol,storage,delivery,election and bracing,consull QST-38 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation ovallable from Truss Plate Institute,583 D'Onottlo Drive,Madison,WI 53719. 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Wed Mar 07 12:45:30 20OT—Pa-g—e-T- LOAD CASE(S) 4) 1 st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=109.1, 2-4=61.2,4-5=61.2, 5-7=61.2, 7-8=109.1, 2-7=417.6 Horz: 1-2=-119.1,2-4=-71.2, 5-7=71.2, 7-8=119.1 5) 'Istunbalanced Regular: Lumber Increase=1.25, Plate lncrease=1.25 Uniform Loads(plf) Vert: 1-4=-60.0,4-5=-60.0, 5-8=-20.0, 2-7=-594.2 6)2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert: 1-4=-20.0,4-5=-60.0, 5-8=-60.0, 2-7=-594.2 AJWAKNIIVG-VerW design parmnetem a"Itill NOTEN ON71ki.15 AIVILP KEVERNE allUZ BZFMM USM Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent biocIng of the overall structure Is the responsibility of the building designer.For general guidance iego(ding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSI-89 Bracing Specification.and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onoldo Drive,Madison,WI 53719. 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LU 01 9 ol N 6 �L) r, r, Lu 00 co 00 0 n - 0 LL, X gm X uI.- I.- LU 0 x 0 z z Lu 0 < em LU Z LU 4 z < LL z 0 Z t; -, u cli 02 m C) Ln "I 0 0 OWOHOdOl u 2�-C) 0 a) CL C 70 (L) u C) (D u C� 70 <,. a) 0) -0 o () a) -C) c 0 6 0 a) cn 0 0 5 0) w a) (D (D u E a) o a) - z �g 0 0 'n 0 ui 0 cn — 0 0 — 0) 0 w (D 0 0 C 0 n 0 DL o a) 0 :3 -0 0 — a C: c w a) c — :3 C U a 0 0 0 0- o 0 w :6 = .� — a) 0 -0 a) u) E .9 0 — a) w C 0 C) z a) c 6 :F�-: !m — -w co o 0 a) ::: a) —CL a) U) u �g 0 .9 Im 0 C C: n (D > E 0 ca 0 w 0 = 0 -0 0 E ` C — :3 — 0 w En 2� tj.Q o 0 0 0 C14270- C: i w (D n U, E a) U o (n X (D CA z 0 w c — 0 z -q a) w in =3 C: E E - w 0 Ln 0- C 6 -9 0 o -0 c z u �5 6 z a-0—0 z c L) -9 P u LU N Iq ca 0 -j 0 1 .2 x 4c z JL ul LU M Job russ Truss Type ty ly 5518 B02 ROOF TRUSS 1 2 1730574 (optional) -BUTLDER"RU 5 INC.,Wood 4.201 SRI s Sep 13 noo mirek Industries, Inc. Wed Mar 07 12:45:29 2001 Page 1 -2-0-0 1 4-3-6 7-9-0 12-11-0 16-4-10 20-8-0 1 22-8� 2-0-0 4-3-6 3-5-10 5-2-0 3-5-10 4-3-6 2-0-0 Scale 1:42.0 5x12 M1120H 5x6 — 4.00FIT 4 5 3 3A 5:- r- 3A A L 3 6 X) CS D C14 2 7 in N Ll Ll 8 0 4x1 4 13 12 11 10 9 4x1 4 3x8 I 6x6 6X8 3x8 11 6x6 = 4-3-6 7-9-0 1 12-11-0 1 16-4-10 1 20-8-0 4-3-6 3-5-10 5-2-0 3-5-10 4-3-6 Plate Offsets(X,Y): 12:U-1-1,tdgel, 14:U-1:5-4,U-2-41, [7:0-1-1,tdgel, [11J:U-4-U,U-4-kSI, [I 1:U-3-U,Edge], I1;!:U-J-U,U-4-dJ LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) 0.50 10 >489 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.91 Vert(TL) -0.56 10-12 >440 M1120H 187/143 BCLL 0.0 Rep Stress Incr NO WEI 0.62 Horz(TL) 0.13 7 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 228 lb LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Sheathed or 3-2-8 oc purlins. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 4-10-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=6793/0-4-0 (input: 0-3-8), 7 6793/0-4-0(input: 0-3-8) Max Horz 2=27(load case 2) Max Uplift2=-51 80(load case 2),7=-5180(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=21,2-3=-16863,3-4=-13079,4-5=-12627, 5-6=-13079, 6-7=-16863,7-8=21 BOT CHORD 2-13=16005, 12-13=16005, 11-12=12627, 10-11=12627,9-10=16005,7-9=16005 WEBS 3-13=2302,3-12=-3852,4-12=3896,4-10=-O, 5-10=3896,6-10=-3852,6-9=2302 NOTES 1)This truss has been checked for unbalanced loading conditions. ,&. RED 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top 0* 1-11 chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category 1,condition I C-- enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are M1120 plates unless otherwise indicated. 5)WARNING: Required bearing size at joint(s)2,7 greater than input bearing size. STATE OF 6) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 5180 lb uplift at joint 2 and 5180 lb uplift at joint 7. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. 11�"" sees. 8)Load case(s) 1, 2, 3,4, 5,6 has been modified. Building designer must review loads to verify that they are correct for the tl?r- -A intended use of this truss. 4%, 9)2-ply truss to be connected together with 1 Od Common(.148"x3")Nails as follows: Top chords connected as follows:2 X 4- 1 row at 0-9-0 oc. Balftom chords connected as follows: 2 X 6-2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4- 1 row at 0-9-0 oc. LOAD CASE(S) 1)Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert: 1-4=-60.0,4-5=-60.0, 5-8=-60.0, 2-7=-594.2 2)Wind Left:Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=117.5,2-4=69.6,4-5=61.2, 5-7=61.2,7-8=109.1,2-7=417.6 Horz: 1-2=-127.5, 2-4=-79.6, 5-7=71.2,7-8=119.1 3)Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=109.1,2-4=61.2,4-5=61.2, 5-7=69.6,7-8=117.5,2-7=417.6 March 12,2001 Horz: 1-2=-119.1, 2-4=-71.2, 5-7=79.6, 7-8=127.5 n nue on page (% WARMUNG-verVy design paranwiters mW READ SUITS 01111 117015 Amu RZ VERSE-MVE nZFORZ VSZ- Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is lof on Individual building component to be Installed and looded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Iliacing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the ovefall structure Is the responsibility of the building dersignei.For general guidance M1 regarding fabrication,quality control,storage,delivery,eiectlon and bracing,consult QST-88 Quality Standard.DSB-a9 Bracing Specification,and HIB-91 Handling installing and Bracing Rocommondation available from Truss Plate Institute,583 D'Onoftlo Drive,Madison,Wl 53719. 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LL I.- C1,C)— z 0 0. 0) u P C u LU 0 Non x Z - LAA F, R U. LU 0 AL !S Job Truss Truss Type ty y 1730573 5518 B01 ROOF TRUSS 1 1 1 (optional) BUILDERS TRUSS INC.,Woodbine, 4.201 SRI s Sep 13 000 mi rek Industries, Inc. Wed Mar 07 12:45:29 2001 Page 2 LOAD CASE(S) Concentrated Loads 0b) Vert:4=402.3 6=402.3 14=353.9 5=402.3 11 353.9 16=402.3 17=402.3 3)Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=109.1,2-4=61.2,4-6=61.2,6-8=69.6, 9-9=117.5, 2-8=-10.0 Horz: 1-2=-119.1, 2-4=-71.2, 6-8=79.6, 8-9=127.5 Drag:4-5=-0.1, 5-6=0.1 Concentrated Loads (lb) Vert:4=402.3 6=402.3 14=353.9 5=402.3 11=353.9 16=402.3 17=402.3 4) 1 st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=109.1,2-4=61.2,4-6=61.2,6-8=61.2, 8-9=109.1,2-8=-10.0 Horz: 1-2=-119.1,2-4=-71.2, 6-8=71.2,8-9=119.1 Drag:4-5=-0.1, 5-6=0.1 Concentrated Loads 0b) Vert:4=402.3 6=402.3 14=353.9 5=402.3 11=353.9 16=402.3 17=402.3 5) 1stunbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert: 1-4=-60.0,4-6=-60.0,6-9=-20.0,2-8=-20.0 Concentrated Loads(lb) Vert:4=-120.7 6=-120.7 14=-421.1 12=-47.9 5=-120.7 11=-421.1 16=-120.7 17=-120.7 18=-47.9 19=-47.9 6)2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert: 1-4=-20.0,4-6=-60.0,6-9=-60.0,2-8=-20.0 Concentrated Loads (lb) Vert:4=-120.7 6=-120.7 14=-421.1 12=-47.9 5=-120.7 11=-421.1 16=-120.7 17=-120.7 18=-47.9 19=-47.9 WARM1110-vertW design pardivieters a"RFJW RUZZal ClIff-171UN AIVU BE VZRSZ MUZ IPEPMM VSZ- Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is lot lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the eiectoi.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabftotlon,quality control,storage,delivery,efection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification.and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'OnofFlo Drive,Madison,WI 53719. 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X 0 �B w w 7E > U —CL 0 C a -0 u c C) — 0 a) a C 0 0 a) 0 >--g �! w Q- :3 0 � u a) .S.- — 0. 0 > .0 LD C w 0 — z 0 -0.9 ZB _8 LD rZ a) E'6 0 6 au a) a) 0 c—: 2 a) u p w C -he CD -0 a) 3: 0 �c 0 0 0 g a) -5;12 c u o a),:,- -T E (D u — 'o > = 0 0) c c z 0) U cn 2'5 3: E a) a) c3 JC 0 a 0 E a T c u o — ::3 — L F c 0 (D E Q- -Q 0 -ro— C: -6 C: :3 0 C: 0 2 0 2 0 c 0 a) 0% R AQ L U, 0) (1 co :1 < 0 o 0 a) 0,� C� 44 U. cq m 14 Ld 6 NZ C6 C� OkJOHOdOi io z ui z 6 !2 5 co ol 0- -�: z 4— 00 0 > 00 cn & F (j) a a 0 C� LU LU 04 — lu a: 0 (N 0, 0 "Mu F- I.- ol r,� 0 L6 Cl) ol co A, n (n 10 — LU ol 7N LU L6 OD 0 (N '0 Z a: Z Z �2 00 0 0 us p 0 0 0 Im ag gkt ad u Cl) 16 x -,j -4-C 0, 0 b I.- . LU C, W) In 6 o- tz: . LJO r� r� gm ad 00 00 co 0 0 UA ui W UA lox x 0 z z Lu u < ag LU Z LU < z = X 44 z 0 cli 3 u 021 M 0 co 0 IM 0 CO 080HOdOl 3t u co T- 0 a) cl C -0 a) M a C) a) u C: U .3: < c -0 o D 0 § 0 -5 'm cn a) 0) -�2 0 a) R �- Cz a) 4:: 0 a)(JI) a) z 0 = E O .0 — 0 -0 .6 en Z. 0 a) u .0 0 U 0 W — z 0 Z c 0 a) 0 0 0) Z,cl a) 0 0 a) a .9 c 0 .6 0 a .—a C: -0 0 C: i C In (D c — c :3 C: 0 C) 0 0 a) 0 0' o 0 (D Y :r- a) 0 -0 E I -so _rZ C) — z a) C C3 c 0 0 c 13— 0 C3 CD LU a (D rD a) Ln 0 9x 6 a) > E 0 gn w E — — :3 — 0 0 L:) o >. 04 fn o cp a) 'n In a) (D c c x E a) :0 -a C: W C6 z w 0 a) a '—.— a) c — c V — w &i 5 C: 0)-9 E U) w CT C: Q u z a) E a) 0 u o a cn. Ll- CL 4:-- CL io _0 z _q ou 0 u P c LU u 0 x z E LU dw —Nil- 5. 12 us 0 U) Job russ russ ype ty y 1730573 5518 B01 ROOF TRUSS 1 1 (optional) --BUl-=-S--TRlJSS INC.,Wood51-n-e-,-W. 4.201 SR1 s Sep 13 20OU Ml Fek Inaustries, Inc. Wed Mar 07 12:45:28 2001 Page 1 -2-0-0 1 3-10-14 7-0-0 10-4-0 13-8-0 16-9-2 20-8-0 22-8-0 2-0-0 3-10-14 3-1-2 3-4-0 3-4-0 3-1-2 3-10-14 2-0-0 Scale 1:40.7 4x10 M1120H 3x6 i 4x1O M1120H 4.00FTY 4 16 5 17 6 3x4 3A zz� 3 7 In 2 In E-' 3X8 15 14 1318 12 19 11 10 3X8 1.5x4 11 3A 4A = 3x8 3A 1.5A 11 3-10-14 7-0-0 1 10-4-0 13-8-0 1 16-9-2 1 20-8-0 3-10-14 3-1-2 3-4-0 3-4-0 3-1-2 3-10-14 Plate Offsets(A,Y): [4:U-b-4,0-2-41, 1113:0-2-U,Edgel LOADING (psf) SPACING 2-0-0 CS1 DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) 0.54 12 >454 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.90 Vert(TQ 0.45 12 >543 M1120H 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(TL) -0.16 8 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 102 lb LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Sheathed or 3-1-14 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 2-7-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1738/0-3-8, 8=1738/0-3-8 Max Horz 2=-2 5(load case 3) Max Uplift2=-2181(load case 2),8=-2181(load case 3) FORCES 0b)-First Load Case Only TOP CHORD 1-2=37,2-3=-4198,3-4=-4070,4-16=-4312,5-16=-4312, 5-17=-4312, 6-17=-4312, 6-7=-4070,7-8=-4198,8-9=37 BOT CHORD 2-15=3909, 14-15=3909, 13-14=3886, 13-18=3886, 12-18=3886, 12-19=3886, 11-19=3886, 10-11=3909, 8-10=3909 WEBS 3-15=0,3-14=-63,4-14=572,4-12=523, 5-12=-452, 6-12=523, 6-11=572,7-11=-63,7-10=0 NOTES 1)This truss has been checked for unbalanced loading conditions. 101' RE 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top A1N*-`.j s chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 C04S.M.2 3)Provide adequate drainage to prevent water ponding. 4)All plates are M1120 plates unless otherwise indicated. t 5)Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 2181 lb uplift at joint 2 and 2181 z-,13, STATE CF Ice-4* lb uplift at joint 8. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Load case(s) 1,2, 3,4, 5,6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. IK, .' IrED 8)Special hanger(s)or connection(s)required to support concentrated load(s) 120.71b down and 402.31b up at 7-0-0, 120.71b down and 402.31b up at 9-0-12, 120.71b down and 402.31b up at 10-4-0,and 120.71b down and 402.31b up at 11-7-4,and 120.71b down and 402.31b up at 13-8-0 on top chord,and 4211.11b down and 353.91b up at 7-0-0,47.91b down at 9-0-12, 47.91b down at 10-4-0, and 47.91b down at 11-7-4, and 421.11b down and 353.91b up at 13-7-4 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. LOAD CASE(S) 1)Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert: 1-4=-60.0,4-6=-60.0,6-9=-60.0,2-8=-20.0 Concentrated Loads(lb) Vert:4=-120.7 6=-120.7 14=-421.1 12=-47.9 5=-120.7 11=-421.1 16=-120.7 17=-120.7 18=-47.9 19=-47.9 2)Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=117.5,2-4=69.6,4-6=61.2, 6-8=61.2,8-9=109.1, 2-8=-10.0 Horz: 1-2=-127.5,2-4=-79.6, 6-8=71.2, 8-9=119.1 March 12,2001 Drag:4-5=-0.1, 5-6=0.1 An nue on pape 2 W"u'u"An"'-76rUy de9W paranwters and p, Design valid for use only with MITek connectors.==TIY :==7:=*InclIvIduoI building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guldance regarding fabrication,quality control,storage,delivery,election and bracing,consull QST-88 Quality Standard.DSB-89 Bracing Specification.and HIB-91 Handling Installing and Bracing Rocommondation available from Truss Plate Institute,583 D'Onofilo Drive,Madison,Wl 63719. MiTeke .0 Cc C: :;= c 'o 0 0. CL a) a) 0 a) c 4— o 2 u 'E 0 U - .- — c 2 E a a) u 0 c C Cl) — a) �-C- — 0 a) cl . a .0 0 a) a) W D a) a) '0 :�:7 (1) o 0 0 Z 'b C c: 'E c — - "D o :3 N c: C: 0)= 0 cn _LD a) Mn c en 0 C 0 E CD 0 to - .0 c (n en 0 0 a) c a) U c CL (D C: _0 (n u :�- a) C: Cl 4) cn cn o ww �5 'i C: -0 a o 70 C3-- a :3 0 U (D a)- w . - a) C a) >. 0)CD Cl 0) w E W CD CL c rn a c-z: '0 c (D 0 CD cn a) w a) :5 -0 C) 'D a — -be 0) 0-0 0 U, 3= — 0) 1; a) (D :0 a) 0 -0 aR 'D 0 w -0 U 0 (D C.P -1) (D a) 0 c C: r - E OL c (3 0 W _0 C W 0 0 0� fA CD a) -- -a o a 0 -0 Z C CD'- - 0 - CD 12 0 (D X- 0 a) 3: - (D 0 u > 0 0- E D U zr-- - a) 'D 0 0 0 < _0 E o 0 E 0 C3 0 0 U o 0 E, 75 ,5 �-D LM a E 0 a) c C 0 r - -d zb -d a) :3 0 - u :3 0 - 0 -0 a 0 An o w 0) C- j5 rZ 0 C: U (D E (D 0 a) CD+ a) a) w 0:; u 0 :E - (D C- 0) -- . 0 0 > a 0 G) (D 0 :3 0 z 0 - 0 .0 -a -E — :3.-- - - w x (D 0 C 0 0 a) -0 CD C: 0 a) -0 c x 0 C - C: (D cn — E 0 Cr a C 0 :3 3: - CD - a CD- 0 CD 0 '0 Gi CD 0) a) - 0 C = o a -0 0 -0 -- cl w C: 0 - c Q) C: 'n 0 :3 2 0 .- a) CD s o 2 aw) a) :� w CL Q) 0)= 'n 0 0 -05 a w w C: 0 r- 0 0 c _a D� 0 CD a) w D .0 bm :F- -§ c w 0 - c 0 0 42 �e E 0 -W 'n 0 c - -0 o CL*vi 0 w E o — . CD — a) 0 ': — 0 -d u u U) 0 CD c 0 LL 0 0 a) 70 _0 CD U a) a) a) 0 C > 0 6 'D c: c -- a) _0 > u _0 -C -C z 0 C, -50 (1-Ln (D 70 Jc a) 0 �c a) O)o (D (D U c E -9 -0 0 0 0. c C) :r-T , :3 - - :3 0 0 4) O)o -b f :;-- X C3 C3 a) c 2 CL 6 -0 u 0 o U a6 0 c A a) LL C - 0 cl a a) > >-- a) _0 0 :3 -- CD '-- 0 0) E cD 0.9 13 (D 0 n c: a) u' -r- a) E 'G 0 -0 a) w '6 w 0 :3 W.- w .5; g c a) E Q) -u OcD 0 _Ile a -0 '= a) 0- - z o E 0 0 -r- 0 CD 'E -E E -0 -E a LD 00 C). 0 c c 0 9; (D 0 6 L) 2-5 0 C 0 2 0 o o c c o — 0 c 2? o. Q_ ._o Z) a --3 -2 C3 n 0 CL u 0 -C :1 . - a) 0 E D 0 u -CO- a. w < 0 o w o C.4 C,5 .4 L6 '510 C4 Cj .4 -s 6 6 oz C5 (180HOdOl Ln S3 z za: Lu z 6 !2 5 00 ol z 00 0 > 00 & F C6 0 C� 04 uj LU cc gbg X im CN ol lu 0 LL, 9L Z� ol AL Iq co 4c LO ol ol 04 w LU L6 co CN 10 z cr z 2 'o C? Cl) co 0 us p 0 0 r� - 0 r- gm u ") - 1 6 C) i< 01 CO LU C04 1�- 6 Lu 00 co 00 0 0 x dw C9 ()I-- p z ul C� im x 0 z 2 z l�- Lu u LU < Z us c =2 X z < LL cli 0 1; a u z 0 eg LU 0 ca U cn 0 m abOHOdOl 39 u co 1: 0 -o a) _0 .SQ Cl C) C� L) 3:< w 0) -0 o 2 0 a) _0 c o � 6 n a '5 a) a) (D C)7.C- CZ -t-- 16 0 E C — C g.0 z 0 0 CD 0 0 - 0) cl W c w > a) 0 Mn 0 C 0 D 0 OL 0 -0 Q) 0 :3 Z.. - - IL c W (L) c c p C -0 - 0 - C3 C: i z 0 0 1) 0 0 0 En 0-0 - Z 0 E .9 C: 0 - u C: -DE 0 z 0 c CD w is 9: Ma 0 0 0 ZD 0- C) = E 0 'C: n (D > ot E o o o o w OD C -�; !3 0 .0 -0 en CL) i-n C'4.Z- -0 u .9 CD r X w C) (1) cn C w - c . (1) E (D 102 -6 Z 440 Im" - &c _ C .9; C: 0 w w .q 2 , w 5 c: (D 0 _g cn c :5 C 0 (I'D - - u 0 70 CD �.E 0 (VE E cr (D t :E z LL- Q--r- U z 0 z c: 3: 0 6) u C .2 a tu u 0 E a E to x z LU LU qq F, T- us cn 4c Job russ truss type Gty Ply 5518 A02 ROOF TRUSS 1 2 1730572 (optional) BUILDERS TRUSS INC.,Wood I5-ine,-GW,-- ek Industries, Inc. Wed Mar LOAD CASEIS) Uniform Loads(plf) Vert: 1-2=109.1, 2-4=61.2,4-6=61.2, 6-8=69.6,8-9=117.5, 2-8=417.6 Horz: 1-2=-119.1, 2-4=-71.2, 6-8=79.6, 8-9=127.5 Drag:4-5=-0.1, 5-6=0.1 4) 1 st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(pif) Vert: 1-2=109.1,2-4=61.2,4-6=61.2,6-8=61.2, 8-9=109.1,2-8=417.6 Horz: 1-2=-1 19.1,2-4=-71.2, 6-8=71.2, 8-9=119.1 Drag:4-5=-0.1, 5-6=0.1 5) 1st unbalanced Regular: Lumber Increase=1.25, Plate lncrease=1.25 Uniform Loads(plf) Vert: 1-4=-60.0,4-6=-60.0,6-9=-20.0,2-8=-594.2 6)2nd unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(pif) Vert: 1-4=-20.0,4-6=-60.0,6-9=-60.0,2-8=-594.2 AWAJUUM-WIN derrIgn paransete a Design valid for use onIV with M17ek connectors.This design is based only upon parameters shown,and Is for an Individual building component to be Installed and looded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the elector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and biacing,consult QST-88 Quality Standard.DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. MiTek Cc: C: 2:r- c 'a 0 CL G- 0 a) 0 a) c o 0 �?. U 3: C .T E b C Q)- - (D a) a 0 c 0 (1) C 0 G) -o 0 a) CL a) 0 0 (D -C) 0-t-- a) C C: c — D N c -0 a) 0 -0 'Foi C)7 (n C: c z 4) u b 0 w C: 0 in :3 CD 0 0 c - = c w 0 0 E a) �2 o C a) -o C, U, U) c CL c C3 0 0 (D c a) U c -0 C w F3 a) C a) ? -0 a) 0 2 0 u a) 0)- E o C: a) r-j :3 as 0 c -0-C- c C) 0 'a 0) U a) 2 S) 0 —0 C: a) 5 0 C: -0 (D >. 0 -0 a a) a) C) 0 a) 0 E -Ln --= E OL c u 0 0� (D u C a) — o -0 -n o 0 0 tn- w - -F� 0 — o > —0 0- E— Z - - -r- 0) jo 0 :;'- E CL 0 a 0 U ;-- a E — ai c c 7i3- 2 �3 — a < - -o E p 0 -0 6 o — — E w 0 cn 0 0 r — -0 zb -0 a) -C :0 0 :3 0 0) Z 0 -0 C) 0 W - - 0 E a-) — rZ T C 4) 0 (D a) (D a) J- -d w - C :3 0 U:; 0 -c 0 �: -0 - 0 - - - w - 0 0 > a a) C) :3 0 — o :3 - w rZ .- 0 = 0 x -0 — c -C x 0 (D -�t E c —0 :a)- u cO 0 2 3: - u - 0 S_ (D C: (D C: w C: u a) 0 -0 a a) o 0 a) 0 -0 ui (D 0) (D — >� :3 a) C) w C: 0 — a) C U) C en 0 rn - 0 .0 u a) (1) (,) ,o :U:), col OLO) c 'o -cc-, 0 0- = a) 0)= U) 0 n-9 c 0 C:-5, 0 cn C) -0 0 0 cl'W C3 = . a)— D -0 0 'n E o E -1 X (D (D (D (D a c - (D > 0 w w C3 (D — LA. 0 0 (D -0 .0 a) U 0 Q u 0 (D c o 0 CL Aa a.- a) C- (D a) 7p ic O)z 0)0 — > L) a 0 L)70 c E 0 -0�g a w :;= x C3 a) a a 'D :r- C 0 — u 0)a a) c 0 0 a >1g; :2 . (1) 1) C: — o u 0 _CL 0 c A CL C3 0 > .0 c LD -0 E'5 0 6 (D :3 — — :3 (D 0 D cn 0 U, 0 c E a) 0 c: 2 is a) 3: = a) C c c 0 — 0 Q)-�- (D -0 .9 (D=0 to E (D u -8 U -5; o z c 0 -b 0 0 a 0 0 c C 2-5 3. �g .si .— —C — C E 2 d -c 0 E E :3 C: c 0 --c o a o c a ck 0- D u o - g.-0 n o Z3 2) 00- o -T �l FL I-- c 6) o- 6. 0 �: - O� 0 :3 00 0 (14 uj LU cc 0 im (14 ol u LM X 0 u I.- ol U) 06 V r-: '(D < LO L) us r� c� FN 0, U) LU co 04 0 Z 3r 0 M� a: Z Z 2 co �2 00 0 0 us;= 0 0 AMA 00 09 cm u C') 10 Ism ol 37 co . 0 o LU (14 ,#A t 16 4.4, 00 00 00 0= LU X 9M X F— I.. dc LU 0 = 0 z z P- Lu a 4pa- 5 LU < Z UA 2: z < LL o z 0 cly CA9 0 0 M 0 co u co (n 0 080HOdOl 0 G) ,a c a 0 - a) u C— < th, c -b o 2 0 0 a) (D u 0 :3 d) a) a) cl c a) 4= -C E a) cn cy - C r - a) u 0 0 0 -0 -0 cn -C (3 0 z cn a) 0 0 (n cn c — 0 a) c —0 .6 0 CL p .-0 r- -0 .0 :3 C: 6 F6 c a) c - c :3 C: 0 0 - 0 0 U) 0 u 0 a) .0 0'a) 0 a) Ln 0 0 (n - :r- 0 C) — E .g �5 z C 0 = u 0 C a 0 0) 0) C: C) C a) -a - - 0 (D — a) :z - a) — u C- te 16 a: :)Ma a) > E E —0 0 =OD ot �; .- 0 C �g o Cq _0 '0 t L:) cn o co 0 g L w cn c a) (D c c x C3 E a) .02 o (A — z WAO >� - w 0-2 C— C3 _q 0 IE w :3 C — c c W E — Mn cr a) a) g :5 a 0 0 0 'D -C :3 0 z z u o cl CLt —0 z c 0 0 CL u P C .0 < < .2 LU Ix U E0 .9 .X x z 5. rg 5SLL. UA 0 V44 Job russ fruss Type aty Ply 5518 A02 ROOF TRUSS 1 2 1730572 BUILDERS TRUSS INC.,Wood 5-in—e—,-0W. 4.201 SR1 s S-i. (optional) Inc. Wed Mar 07 12:45:27 2001 Page I -2-0-0 1 4-3-6 7-9-0 11-4-0 14-11-0 1 18-4-10 22-8-0 24-8-0 2-0-0 4-3-6 3-5-10 3-7-0 3-7-0 3-5-10 4-3-6 2-0-0 Scale 1:44.0 5X8 3x8 5x8 7- 4.00FT2- 4 5 6 3 3x4 5-. - 3x4 z�� X4 3 7 LO 7 0 N 2 8 u) LJ C5 3X8 15 14 13 12 11 10 3x8 3x8 3x8 11 6X8 5x1 2 M1120H 6x8 3x8 11 3X8 3x8 1 4-3-6 1 7-9-0 1 11-4-0 1 14-11-0 1 18-4-10 1 22-8-0 4-3-6 3-5-10 3-7-0 3-7-0 3-5-10 4-3-6 Plate Offsets(X,Y): 12:U-1 1-8,U-J-6j, [Z:U-U-U,U-U-4], [b:U-5-U,U-Z-8], [d:U-U-U,U-U-41, 111:0-4-U,0-4.41, 1114:U-4-0,U-4--41 LOADING (psf) S ACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) 0.66 12 >406 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.67 12 >399 M1120H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min Ildefl = 360 Weight: 258 lb LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Sheathed or 2-10-12 oc purlins. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 4-8-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=7447/0-4-6 (input: 0-3-8),8 7447/0-4-6(input: 0-3-8) Max Horz 2=-27(load case 3) Max Uplift2=-5660(load case 2),8=-5660(load case 3) FORCES 0b)-First Load Case Only TOP CHORD 1-2=21,2-3=-18940, 3-4=-1 5150,4-5=-14631, 5-6=-14631, 6-7=-1 5150,7-8=-1 8940,8-9=21 BOT CHORD 2-15=17976, 14-15=17976, 13-14=16139, 12-13=16139, 11-12=16139, 10-11=17976,8-10=17976 WEBS 3-15=2302,3-14=-3860,4-14=4585, 5-14=-1 874, 5-12=2042, 5-11=-1874,6-11=4585,7-11=-3860,7-10=2302 NOTES "111111IFF11r, 1)This truss has been checked for unbalanced loading conditions. RED 4 F'fl." N 'A k 00, 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top so 00 1'�qAi"I R) chord dead load and 5.0 pst bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category 1, condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The : 004515:52 lumber DOL increase is 1.33,and the plate grip increase is 1.33 0 3)Provide adequate drainage to prevent water ponding. 0 W= 4)All plates are M1120 plates unless otherwise indicated. STA-I E of r-'.Z 5)WARNING: Required bearing size at joint(s)2, 8 greater than input bearing size. 4 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5660 lb uplift at joint 2 and 5660 lb uplift at joint 8. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. 8)Load case(s) 1,2,3,4, 5,6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9)2-ply truss to be connected together with 1 Od Common(.148"x3")Nails as follows: Top chords connected as follows:2 X 4- 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6-2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4- 1 row at 0-9-0 oc. LOAD CASE(S) 1)Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert: 1-4=-60.0,4-6=-60.0, 6-9=-60.0,2-8=-594.2 2)Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=117.5,2-4=69.6,4-6=61.2,6-8=61.2, B-9=109.1, 2-8=417.6 Horz: 1-2=-127.5, 2-4=-79.6,6-8=71.2,8-9=119.1 Drag:4-5=-0.1, 5-6=0.1 3)Wind Right: Lumber Increase=1.33, Plate Increase=1.33 March 12,2001 ain nue on pape 2 — a WAR111,1711V-Yerum design pamntirtors and Xr.JW MUMBF ON TMN AMU MIS V&Maw aw"n Alw"am liam. Design valid for use only with Mffek connectors.This design b based only upon parameters shown,and Is for an Individual building component to be Installed and 1caded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary biacing to Insure stability during construction Is the responsibility of the erector.Additional permanent biocing of the overall structure Is the responsibility of the building designer.For general guidance tegafdlng fabrication,quality control,storage,delivery,erection and biaclng,consuff QST-6a Quality Standard,DSB-89 Bracing Specificatlon.and HIB-91 Handling Installing and Bracing R*commondation available from Truss Plate Institute,6413 D'Onottlo Drive.Madison,WI 53719. MiTeke Cc: CD 0 CL CL c C3 -E 0 C3 Cl) a) c a 0 2 �: .- — c 2 E a a) 1.- (1) cl 0 0 0 c — - a) CD (1) 70 U) Q) o 0 (1) C tj- . a) U) 0 00 '0 0 :3 L-J C c -0 C a) c — C) .6 0. U, C3 0 US t; 0 - Q) (n C - 6 �O :, .L3) CP DO 0 c 't c cn w 0 U 0 E 0 (D _ 0 C a) C, W fn c CL a) ;i .0 a) 0 c U - cn a) 0 U) -r- 0 u C -a '0 0 0 a) - C: D- a) 2 0 0 -- a) 0) .- . - @ -. . L U, C a) 0) C: "0 - 0 E 0) C3 0 a) a) w *V5 a -.- -o .- C n — (3 a_0 (D C) :3 c J '0 CD U a) n 2 w (D 0 -0 _0 u 0 a) Cg (D a) 0 -d C C E cl — ;:- - a) 0 -6 C3 (D C3 c -6 E :50�g (D - - -o o a 0 D JC C iE 0 (D C w :r- a)-- 0 01 0 - 0 (D Z a) a) r's u 05 0 E — -0 Z -- E 2 0 < -0 E -b E CL 0 D 0 0 0 - :3 :3 o ' o a) r — 0 a E 0 (D c 0 r _0 -0 a) -r- w a) r w 0 — An o u 0 E a) w o a) 0 w (D a) a) u 3: .0 a) 0 K 0 .0 -0 -E CD 0 0 > a CD CD 0 :3 0 C 0 X W a) c 0 o 0 0 a) D x (D c c w r — —>�E C'- u ,� c 0 D L) 0 0 (D — 0 -0 U; cn C3 c3 E q U a) w �--:= 0 "0 :3 cl a) C (D a) — >� :3 a) C: jE 0 a) W 't; U - Q) (D -0 cn = 0 — w W 0 0 (1) C3) 0:9 U (D c cn D CL 0 -0.9 .0 . 0) D C1 In 0 D C) § -§ C: Uw1 Of 0 -t' 13 -- 42;F- E w a - — U) 0 0 E 0 = . (D— a) C w 0 — — " o w 2 — LL 0 0 a) -0 -0 CD a) a) a) a c - a) > — � u a u 0 a) c 0 0 6 -0 c W CD U 0. U -0 -r- C -C -C 0 CL Mn CL m 0) a) (D '5 x a C3).C- 0).9 -E > U :3 CL 0 C: C3 E -9 -o�g a w W-- C3 a) a c U C � 0 - 0 a) 0) a) a c 0 0. 0 0 (D Q ;�-— - 0 0 :1 0 U (D ft 0) 'O.C— �) �b a u > (D (D rZ -0 E '5& ow 6 ((D) —0 ow (D ..0 E (D D �R -q 2 CD (D -0 a) (D M U w 0 o g .5 L) c: u c c cp 0 — 0 a)-:,- (D w E 5; 0 16- T 0 0-5 3: -E — c: E -0 -E a 0 — o E d C3 a 0 3= w -T U c -C 0) (D 0 C: o c 0 — 0 0 0- c 0 0 :3 a :3 2 D Z3 0 a o : c - M — D 00 LU 0 C� c,4 — �2 LO a: 0 cc C14 01 0 LU CL 01 Lo IL LC5 r- Cl) I co 4( r� �4 0, M w L6 00 CN '0 a: ZZ 'o Cl) 00 \\ 0 ui p 0 0 0 C.) 0 ag ad u C') 16 -C 4c 0, 0 0 -1 LU F), 04 6 LO r� r, CL m 00 00 co 0 0 X U 0 a UA u = 0 z Z Lu u a LU < Z :E :1 31 z < LL 0 1.- z 0 Nil cli ac 10 0 cm Lu 0 C) Ln 0 ca GUOHOdOi co cn _0 0 c u M C1 C) u — C: U c .0 o a) 0 < w (D 0) - -a d) �-D !3) 0 0) a) 4 a) cL Z) c u U.- C a) E u -C 0 z 0 0 0 U) 0 0 0 Q) c cf a) 0 3: a) 0 Mo 0 0 n 0 a p 0 C -0 0 C: c U, a) c— c :3 C: 0 '- 0 — 0 0— 0 0 a u L:) a) 0 -0 a) E L) -b (D z C a C: 0 u C3 C a— 0 0) LU C (D — u -9 u 0 0 a) 0) :3 ALI 0 .= > E 0 0 co Ot Z5 E�� 9 c -;; S o o g o w C t , cn 'o L:) 0 C U, a) C: c (D E :) jo z a) a) WAO >..LD a) .!2 (D c C3 g; a CD U, w 5 C: L �E cD CL �g < U) c .9 Q E u m a- C: a) '0 0 1) :3 CD 0 z -C 0 z CL u () 0 ,5 CL z C c 0 CL a P u U LU P4 Iq 0 ra -i (D 1-3 .2.9 x < z -u 0 Ix B 1= 1;4- F, U. 2 w < 49 UA 0 A� 9L !S go VVY 0 'is s Truss Type ty Fly 5 5:18 A'O 1 ROOF TRUSS 1 (optional) 1730571 4.201 SR1 s Sep T3MOO mi rek Industries, Inc. Wed Mar 07 12:45:27 2004--P-a-g-e-T- LOAD CASE(S) Uniform Loads(plf) Vert: 1-2=109.1, 2-4=61.2,4-6=153.5, 6-8 69.6, 8-9 117.5, 2-14=-10.0, 11-14=-21.8, 8-11=-10.0 Horz: 1-2=-119.1, 2-4=-71.2, 6-8=79.6, 8-9=127.5 Drag:4-5=-0.2, 5-6=0.2 Concentrated Loads (lb) Vert: 14=439.0 11=439.0 4) 1 st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=109.1,2-4=61.2,4-6=153.5, 6-8=61.2, 8-9=109.1, 2-14=-10.0, 11-14=-21.8,8-11=-10.0 Harz: 1-2=-1 19.1,2-4=-71.2, 6-8=71.2, 8-9=119.1 Drag:4-5=-0.2, 5-6=0.2 Concentrated Loads (lb) Vert: 14=439.0 11=439.0 5) 1 st unbalanced Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert: 1-4=-60.0,4-6=-130.6, 6-9=-20.0, 2-14=-20.0, 11-14=-43.5, 8-11=-20.0 Concentrated Loads (lb) Vert: 14=-513.3 11=-513.3 6) 2nd unbalanced Regular: Lumber Increase=1.25, Plate lncrease=1.25 Uniform Loads(plf) Vert: 1-4=-20.0,4-6=-130.6,6-9=-60.0, 2-14=-20.0, 11-14=-43.5, 8-11=-20.0 Concentrated Loads (lb) Vert: 14=-513.3 11=-513.3 AJWA3tMIVG-V4MVMW#Kparanwrorsd"mmwlvcn-zaiom Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building design*(-not truss designer.Bracing shown Is for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent biocing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification.and HIB-91 OD Handling installing and Bracing Recommendation available from Truss Plate institute,583 D'Onofilo Drive,Madison,WI 53719. M!Tek Cc _0 c '0 0 C 0 0. cl c a) 0 a )16 C: 0 0 .u 'E u u C .T E a 0 C: ID Z 2 (i (D-0 7 (D 10 CL U) o 0 0 0 :3 _t! 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Wed Mar U7 12:45:26 2001 Page 1 -2-0-0 1 3-10-14 7-0-0 11-4-0 15-8-0 18-9-2 22-8-0 24-8-0 2-0-0 3-10-14 3-1-2 4-4-0 4-4-0 3-1-2 3-10-14 2-0-0 Scale 1:44.0 5x1 2 4.00FfT 1.5x4 11 5x1 2 4 5 6 3x4 75-. n 3A z�� 3 7 u) 2 8 N 1.5x4 11 3A 5x5 WB— 3A 1.5x4 11 3x8 3-10-14 7-0-0 1 11-4-0 15-8-0 18-9-2 1 22-8-0 3-10-14 3-1-2 4-4-0 4-4-0 3-1-2 3-10-14 Plate Offsets(X,Y): I1J:U-;e-8,Fdge] LOADING (psf) S ACING 2-0-0 CS1 DEFIL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.46 12 >583 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.46 12 >583 BCLL 0.0 Rep Stress Incr NO WEI 0.28 Horz(TL) 0.13 8 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 110 lb LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Sheathed or 2-9-10 oc purlins. BOT CHORD 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 3-7-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1942/0-3-8,8=1942/0-3-8 Max Horz 2=25(load case 2) Max Uplift2=-1663(load case 2), 8=-1663(load case 3) FORCES (lb)-First Load Case Only TOPCHORD 1-2=37,2-3=-4776,3-4=-4720,4-5=-5194, 5-6=-5194,6-7=-4720,7-8=-4776,8-9=37 BOTCHORD 2-15=4452, 14-15=4452, 13-14=4518, 12-13=4518, 11-12=4518, 10-11=4452, 8-10=4452 WEBS 3-15=-18,3-14=26,4-14=683,4-12=770, 5-12=-570, 6-12=770,6-11=683,7-11=26,7-10=-18 NOTES R ED 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The OD4r-,'%2 lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. STATE OF %Q� 4)Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 1663 lb uplift at joint 2 and 1663 lb uplift atjoint 8. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. kp 6) Load case(sl 1,2,3,4, 5,6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 7)Special hanger(s)or connection(s)required to support concentrated load(s) 513.31b down and 783.91b up at 15-8-0, and 5 1 3.31b down and 783.91b up at 7-0-0 on bottom chord. Design for unspecified connection(s)is delegated to the building designer. LOAD CASE(S) 1)Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads(plf) Vert: 1-4=-60.0,4-6=-130.6,6-9=-60.0, 2-14=-20.0, 11-14=-43.5,8-11=-20.0 Concentrated Loads Ob) Vert: 14=-513.3 11=-513.3 2)Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=117.5,2-4=69.6,4-6=153.5,6-8=61.2,8-9=109.1,2-14=-10.0, 11-14=-21.8, 8-11=-10.0 Horz: 1-2=-127.5,2-4=-79.6,6-8=71.2, 8-9=119.1 Drag:4-5=-0.2, 5-6=0.2 Concentrated Loads Ob) Vert: 14=439.0 11=439.0 3)Wind Right: Lumber Increase=1.33, Plate Increase=1.33 March 12,2001 page 2 - A&WAMINU-YerVy 4081gn paranwiters and Pic"NOrES ON TWS MD REVERM SWE BEFORE VIM. — Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for on Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,election and bracing,consult QST-88 Quality standard,DSB-89 Bracing Spec"Ication.and HIB-91 Handling Installing and Bracing Rocommondallon available from Truss Plate Institute.583 D'Onolilo Drive,Madison,WI 53719. 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U Cl'o -0 z c: c 3: 0 CL u .2 tu u 0 E 0 .9 x z ri oc LL. u o L (n Job russ russ ype Qty Ply 5518 J07 ROO F TRUSS 11 1 1730581 (optional) _VVed_1Ql`ar_07_f2_'_4S-J32Ml Page 1 us BUILDERg-TRUSS-HqC.-,-Wo-o-dbi-n-e,-GW.- s ep (.1ptIndustn.�, Inc. a -2-0-0 7-0-0 2-0-0 7-0-0 Scale 1:18.0 3. 4.00FT2_ C14 2 4 3x4 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) We - n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.21 Vert(TQ 0.16 1-2 >158 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight:25 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=181/Mechanical,2=419/0-3-8,4=68/Mechanical Max Horz 2=260(load case 3) Max Uplift3=-224(load case 3),2=-443(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=37, 2-3=46 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 110 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 15 mi from hurricane oceanline,on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2) Refer to girder(s)for truss to truss connections. 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 224 lb uplift at joint 3 and 443 lb uplift at joint 2. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) 1)Regular: Lumber Increase=1.25, Plate Increase=1.25 0. STATE OF -jot. Uniform Loads(plf) Vert: 1-3=-60.0,2-4=-20.0 2)Wind Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) ED Vert: 1-2=117.5, 2-3=61.2,2-4=-10.0 didaiwOk" Horz: 1-2=-127.5,2-3=-71.2 3)Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=109.1,2-3=69.6,2-4=-10.0 Horz: 1-2=-119.1,2-3=-79.6 4) 1 st Wind Parallel: Lumber Increase=1.33, Plate Increase 1.33 Uniform Loads(plf) Vert: 1-2=109.1,2-3=61.2, 2-4=-10.0 Horz: 1-2=-1 19.1,2-3=-71.2 March 12,2001 &WAMNO-V*rW design paranseters and READ NOTES ON AM REVERSE SIDE BEFORE USE. - Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for on Individual building component to be Installed and loaded vertically. Appllcabrdy of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown k lot lateral support of Individual web members only.Additional temporary bracing to Insuio stability during construction Is the teiponsIbility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,qualRy control,storage,delivery,erection and bracing,consu"OST-88 Quality Standard,OSB-89 Bracing Spocification,and HIB-91 Handling Installing and tracing Rocommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. MiTek1_1 CD 0 L) 0 .(D 0 2 u U 3. c (D (1) a (D 'o 0 '0 0 53 N C c (A 3: C) a - -C . 6 (1) (D o 0 L) CD C." 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L4 0 E 0 c a) - a) c 0 Z - 6 - (D C: - 0 0 0 c U6. 0 0 (D CD C3 CD a) W 0 c: - a) > 0 en 0 O)o (D 0) U - :3 0 C) .0 U z c c o a :r- 0.AQ W 70 ic (RD -0 - > 0 0 0 uo c E o 0 W = x C3 w a) a c U, 670 U C: C) :r- C 0_ 0 a) c 0 a 0 0 a-).u- -:`--c a) E 0 Z5 0 C) > a) '0 E 0 u L3 0 rZ 0 u' 0 0 -9 (D- a) a) > U-1 U c c- Cc 0) 0 0) c a) U E o E 0 a OL 0 w (D c u w & 2'5 3' 1 0 --- c c E -6 gC Cal CwD ou -0 0 0 c c 0 - 0 0 0:L- c 6 - F - C --, . - 0 o a) E -0 o u 0 L .9,a P :D o 6. a: C- co (n a 0 C� Lu LU Im ft a: 0 CN ol lululu 0 ol he cn -C ol L6 A. co LU ol 'a cn LU LU 00 C14 ZZ a LO 0 'o Z CO 00 a: CO 0 ui 0 0 0 ag ad (Y) 10 co -C-C Loll u 01 0 U)I-- LU cq 1-. 6 c) to r- r� (L 00 00 00 0 0 ED UA LU do X 2 cc uj P = a ORO z Zo P- Lu < a 14; ag tu z us 5 z < LL z M= x " z 0 cli 0 1& 0 0 0 LU 0 :D co GUOHOdOl co a: D 0 -0 a) u (D a c L) C= 0 0 3: < U, (D o 0 a) 4 a) c W u cr-- CZ = E (D cO 0 0 0 w Ui z 0 U 0 cn - - - a) Z,OL 9 w e4 CD (D 0 0 Mn 0 C 0 .0 0 0 - 3: - a - p 0 (D 0 :3 0 C: -0 0 - 0 c i c 10 a) c- c 0 -- -- a U 0 CD o 0- o 2 0 a) U) :6 :;-- - -- - w :i-- (D 0 --p- c E L) .60 w - z C C: 0 :P 0 0 C C) C a) - a) - 6 .9 u c) -9 :--- a) = - OL E =).LA 0 0 (1) > 0 E � U) 9 'n =00 0 o CZ4 E 0 U.0 0 U) W c 12 C W 'i c c w a) X w E a) a) 0 :3 C) -J= !2 (D C 0 .9; 0 -C z a) U, > w 0 a Ecn .9 .9 C) u a) 0 'D z C 0 c c z o -0 z -0 C: 0 it u 0 C .2 LU U) JL E .2.0 x 4c z LAB ix I.- ;T rx LL. 2 w < !S LU 0 Job quss 5518 JC07 s ep 1730582 BUILDERS e ustries, ric g e LOAD CASE(S) 4) 1 st Wind Parallel: Lumber Increase 1.33, Plate Increase 1.33 Uniform Loads (plf) Vert: 1-2=109.1 Horz: 1-2=-119.1 Trapezoidal Loads (plf) Vert: 2=-15.2-to-3=123.1,2=0.0-to-4=-17.7 Horz: 2=14.6-to-3=-140.7 AkWARMIVG-V*MViU9#KparuWR1*r*a"REjW Ruircs Lon SWZa 0esIgn valid for us*only with MITek connoctofs.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. AppllcabllNy of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is lot lotmal support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is,the iosponsibility of the building designer.For general guidance iegoiding fabrication,quality contiol,storage,delivery,eiectlon and bracing,consull QST-88 Quality Standard.DSB-89 Bracing Specification.and HIS-91 Handling Installing and tracing Rocommondation available from Truss Plate Institute,583 D'OnofFlo Drive,Madison,WI 53719. MiTek FOR OFFICE USE ONLY Date-----------------------------------19 ------ N-1 Permit *........................Fee$........................ CITY OF ATLANTIC BEACH Valuation $---------------------------------------------........ FLORIDAHouse *----------------------------------------------------------- ............................................................................ APPLICATION FOR BUILDING PERMIT I....................................................................... ............................................................................ Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can beverified. Date........ .................................. L Owne\- :; .....L-V,.---Telephone No.��.4�... ----------- ......................Address............. --------------------- ....... Architect----------------------------------............................................................Address,__....................................................Telephone No--------------_------------ ContractorBuilder........................................-----------------------------------Address...........--------------................................Telephone No......... .......... Lot No_/... ........---------- .........Block No.......... ---------- ...Sub Division....... 5- FI24-�/ ---------------------------*......Zone------_----_- ind.....r�I-A.....................................Sts. ------------------_--------------------------StreetX44,6/7��-Side Betwe i .....................I Valuation $ .......For what purpose will building be use-------------- --- ------- -------------Type of'�con 5.7S_/ Dimensions of Building---- --_----_----------Dimensions of Lot-- ......................Size of Footings....-----------_--_-------------- Size of Piers_--------__-------------------Size of Sills---__--- ----- --------Greatest Sill Span in ft...........................Type Roof...................................... How will Building be Hpated?.......AJI,4 7...I—........... .........................Will Building be on Solid or Filled Ground?.....---------------------------------- Size of Ceiling Joists----------___-------__-------------, Distance on Centers-......... ................................ Greatest Span............................................ pt Size of Floor Joists___--------_----------_----......... Distance on Centers.. ... ... ----- ---------------........... Greatest Span.........---------------------------------- VP Size of Rafters--- ...... -------------------- -- Distance on Centers ..... .... ---------------_.......... Greatest Span-------------------------------------------- 9P This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. Z Z 3. When steel is in place and ready to pour beam. -------- 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. to 7. Electrical inspection by City of Jacksor.ville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City of Atlantic Beach. Signatureof Builder............................................................................. Address---_-------------------_---------------_--_------_................. ...................... Signatureof Owner....................................... ......................... ............. Address................................................................................................... 10 iiG I L t- st 44<i DEPARTM10#OF BUILDWO CITY OPM IC BEACH INFORMATION PIKRMIT INFORMAT '17330 NORTH Permit. Number: i 59,6, NAUTICAL BOULEVARD �Permit Type:PLUMBINO AtLANTIC BEACH, FLORIDA 32233 ---------- - - "Jass of V 6rkt ALT.ZRATT ON ---------- -LEGAL DESCRI'PTION , Cpop t r. Type,.WOOD" FRAME Block.. Lot lwp: '0 0'"ed Use:SINOLE FAMILY Socti'oh': Subd-A Rn'q 0 'isi,on 0 Subdiv Est . Value, Cost: Tpt a I Fees 25.00 Paid Amount, 5 11;00, "t Date pla, rk ---------- ---------- -------- APPLICATION, FEES oft UT 'A' 25 .00 ARD NORTH 233 ,, ' ATL ORIDA '15 ono ean� 7 "'a- 41 CON tame A.9 31 -dr: , F. 0. Ad Ck'S" O' Lit,: CP Q19195 zxp, ae NOTES: MUST 99 REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION B ALDING MATERIAL,RUSSISHAND DEBRIS FROM THIS WORK MUST NOT BE PLACED-IN-PUBLIC SPACE, ANDMUST, V CLEARED UP ANDIHAULED AWAY�V EITHER CONTRACTOR OR OWNEA_ Co AN! tN': LAW CAR,RESULT 1W FAILURIETO UPLY, WITH THE MECH CS' MENTS. -owt&R PAYING TWICE SUILIC0104MP" � q 0 UED ACCORDINGTO�APPROV]ED PLANS WHICH ARE ,PART OF THI&PERMIT AND SUBJECT T ReVOCATt*'** OF �CASLE PROVISIONS OF LAW. 0 R-A nt� fo BEACH LA BILD LOE ARTMENT ly. By. 77 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: -5 :2 (:s A/ Al OWNER OF PROPERTY:- A//* PLUMBING CONTRACTOR: 44 -5 "'19 19 CONTRACTOR'S ADDRESS: STATE LICENSE NUMBER: 4�6 !�-7 ___TELEPHONE:-J//'&�,- 73 HOW M"Y OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE - $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 4-47-5834. 10787 t OF OW DEPA" Lol OITY OF�ATLANTIC B!fLi LOCATION INFOUATION -------- Addr ess�t 596 'NAV '116PLEVARD WEST it Numbs:,rl.' ",107'81 T I CAL rerm r ' t 'T R pool!,� IDA 322,32A mi ype. !� NEW, _ DZSC I#TI014 ss�, LZQA14' tonst'r, lype; WOOD' tRAKZ , Lot,: B4,6ck S, ctiotil P,:- ' 0 P,�oposed use,,, ST'Nots, PAMILY Townihi ��,DVOH ings e': Code'it. 0 SubdkVisiow- Estimated va,1,44 $2 150 0110 .1,0p r ovl. Cost ' $0 .00 mo $22 ;-Iaail*ra 2441 s -$22'.50 IT R W T, ' *A 11 BOULPA FEE 00 V,� 3 A? 0 t .00 RA $0.00 V100 N D( RA )N CAB SAM* CO, Name 1,0 R OR $0,00" A rWZR SL TA,f� 'I LLZ,,' VL 32207 CROSS, CONNECTION $0,.'00 SEC H IMPACT, FEE, 00 CONST o'SURCHARGE "NOTiCIE—ALL,CONORETE.FdRMSANDTOOTINGS MUST BEINSPECt6b 1300,RE 0OUNING PERMIT VOID SIX MONTHS AFTER DATE OF Issue 'm 1) TERIAL,RUIBOISH�Ahld DEORIS FROM THIS WORK MUST NOT BE PLA6ED IN PUj3LICSPACE,AND MUST BE L !ING MA CLEARED UP AND HAuLED�Amy BY EITHER CONTRACTOR OR OWNER -CAN RESULT. ,IN THE: MECHANIC' S LIEU�L �FAILURE TO C 4_0 :PROPI�AV:P"gf�PAYINGTWICEFORti4t.B,U"ING)OP"EMENTW 'ISSUED ACCORDING , LAN MIT 'CA TO P ROVEOP S WHICH ARE PARTIOF THIS PER AND SUBJ EtT70 REVO, TION FOR., V1 M 10 ON OF AP06 kki kdl�SION 'OF LAW. PkA LANTib BF-Acl H BU ING, wow c/ 7! CITY OF ALANTIC BEACH ROOFING PERMIT APPLICATION owner(s) : Address: Phone:-2 3�2 Lot # Block or Unit Subdivision: Contractor: Address : City, State and Zip-- Phone State License Describe work to be performed: Valuation of Proposed Construction: Materials to be used: C-. C' .126 J, Signature o� Owner; Signature of Contractor: Liability Insurance Supplied Workers Compensation Insurance Supplied License Information A PtAl j�qt--i I', '> )� POO- INSPECTION MORD JOB Ww RESS COTMVIAMONk' DA" PEMW.S rNSPEC"Tak 70 MIATION A,2-AO 7f $LAD FT."MNG M-4-1 SEM COMM MACMUCAL (M - 101IT"M PYANING 'ELEC-17drAi. (F) --CITY OF 6-30 4&.,t. B.-A- Office of Building Official REQUEST FOR INSPECTION -733 Dat Permit No. Time A.M. Received P 37�?6 _/7� -,& C ,, x��) I hjz avj Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL<::7—PL MECHANICAL ----Tr Framing D Footing 1-1 Rough Wiring 17, o—u—gF—El Air Cond. & Re Roofing F1 Slab F1 Temp Pole I � Top Out F'j Heating Insulation F1 Lintel 1-1 Final E Sewer El Fire Place READY FOR INSPECTION Pre Fab ( A.M. Mon. Tues. Wed. Friday Inspection Made PM. Inspector 24% Final Inspection E Certificate of Occupancy E Date INSPIXTED BY CITY OF ATLANTIC BEACH APPLICATION FOR WATER CUT-IN APPLICATION IS HEREBY MADE FOR"x/ WATER CUT-IN AT TBE FOLLOWING ADDRESS FOR UNIT (S) CUT-IN CHARIM OF STREET NO. LOT SUBDIVISION_, ACCOUNT NO. MASTER PLUMBER NAILING ADDRESS DATE_/=��.. NETER NO- L DATE INSTA=__L_2- // ;7 4235 IDEPARTt,4ENT OF BUILDING PERMIT CITY OF ATLANTIC BEACH. FLORIDA 3 PERMIT TO BUILD THIS pEPMIT MUST BE POSTED ON JOB 7q_ Date��9 valuation Fee h., beev Wd '0 ciq Treatuver, .d is This Pa—" "' '"d uOtIl ajobroverioution of applicable PrOv's'OW Of I&W* subJect tO revocstion This is to certifY th to ssion to I)Uil a has perMl ne classifica-i Sea bor We 3 S/D_q�� owned Lot— ra B vd House NO e plans which are Part oj this permit NOT ALL CONCRETE FORMS I&XJST BE 114- According to aPPro'v ll�TINGS AND FO pOURING* SPECTED 13EFORE 31X]WoNTHS pERMIT VOID ' AFTER DATg OF ISSUE :0 4 material, rubbish and debris 0 Buildivi Lst not be placed in z from. this work Mv t be cleared UP 4 blic space, and Taus "0 either cOutractor and h.,iled away by or owner- -U'11K*jh8"S.IIdig CONTRACTOR DATE T FOR OFIFICE NURMM91F-R USE 0 4LY PLUMBING r TRICAL LEC SEWER WATER Date......... ----------19 r— A-I ......Fees.. . "AOU, Permit CITY OF ATLANTIC BEACH Valuation ............ FLORIDA Homo L.4.W_' .. ......... APPLICATION FOR BUILDING PERM,17 �S?611 ---------- Application Is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application Is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida,all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit Is automatically responsible to ascertain that all sub- contractors engaged by him an duly licensed in the City of Atlanfic Beach,Florida. To prevent delay or embarrasment regard- Ing intermediate or final inspections It is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. D..........ff:�,,29...... z"!r . ........ y-3, -�;------- Addresx.11.f*P..ZD."AAPM...Jft.:�.S_Tolepp�h"cne No.3kV.Y,!4&.1 Architect.... .....................................Address,...........................................................Telephone No............................ Contractor Builder... .........S.4A.4F.................................Telephone No............................ ............... LotNo.............../....................... ...Block No-------- _----------Sub Division..... ...................................Una................. ....*Mkoelr�C.j.0#4* ......Street-A44A.......Side Between.... ..............and.:54I.&B ..Ak...C..........sta. Valuation $_4RP.j�PP.........For what purpose will building be used...*e-b'.L/..VfflW..........Type of conztruction..�q*�*AJRV #'7........... Dimensions of Building---y4:0 ............Dimensions of .......................Size of Footings... no................. Size of Piers..MNF...............Size of ---------Greatest Sill Span in ft...........................!Ilyp Rocf,12_3!E..AJJ.d ...t**4W..... e How will Building be Heated?V L .......................................Will Building be on Solid or INIled Ground?---JA.4 IR................. Size of Ceiling Joists-------W.4....................... Distance on Centers_........ -------------------------------# Greatest Spam......................................_ M Size of Floor Joists #VA- ........,Distance on Centers._.. . ............. Greatest Span................;P......................... 0 Size of Rafters_...IAMWA f --------------Distance on Centers....._ �42... ------- Greatest Span----- .............................. This rectangle Is to represent the lot. Locate the building or buildings In the A ht position. Give distance In feet from lot-lines and existing building& REAR LOT LINE Two copies of plans and specifications shall be submitted with application. "Pupa Inspections required. 1. When steel Is in pis"and ready to poor footing. 2. When steel Is in place and ready to pour columns andlor lint V 2 7 1979 3. When steel Is In place and ready to pour beam. 4101 4. When framing Is completed. 5. When rough plumbing is completed,and ready to cover up. ATLAMiC 6LACH 6. When septic tank drain field or newer is laid but before it in covered. 7. Electrical inspection by City of Jacksonville. S. Final inspection. APPR �VE r11( a C�g sei CITY OF C BDFACII Note: In can of any rejection,ro-Inspection MUST be can"for&VOL D i OFFICE: corrections are made. 5 19 _-MOF LOT In consideration of permit given for doing the work." we here th"-perform said work In accordance with the attached plans and Mpec- d in accordance-with the building regulations of th Ci Atlan6c Beach. it ........ /yk Signature of B1 Addrm.././`*.Y......P. a..Z..q/.(.... ...e4.......................I............... Signatureof Owner..............................4...............................I.............. Address...........................................r1f...................................................... CITY OF ATLAIMC BEACH WATER,Cai=ION CHARM, DATE_2�2�-�2 �� U)CATTON �ZZ 2,, PLUMBING FIRM MASTER PLLJMBER BUILDER OR CONTRACTOR c�- TYPE OF BUI]LDING %5�V c;�,_BATHROCM GROUP CONSISTING OF SHOWER STALL, DOMESTIC (2 units) WATER CLOSET LAVATORY & BATHTUB OR SHOWER .(6 units) SHOWER GROUPS PER HEM (3 units) BAM'UB (WITH OR WITHOUT OVER SURGEOND SINK (3 units) HEAD SHOWER) (2 units) FLUSHING p-IM SINK (8 units) BIDET (3 units) SERVICE SINK TRAP SMM (3 units) ccmBiNATioN SINK AND TRAY (3 units) poT, sCALLERY SINK (4 units) COMBINATION SINK AND TRAY W/FODD DIS. (4 units) URINAL, PEDESTAL, SYPHON JET BLOWOUT (8 units) DENTAL UNIT OR CUSPIDOR (1 unit) URINAL, MLL LIP (4 units) DENTAL LAVATORY (1 unit) uRuIAL STALL, WASHOUT (4 units) DpjNK-jW,. FOUNMUN .(1/2 unit) up-LNM TRDUGH EACH 2-Fr. SECTION 4woISHWASHER (2 units) (2 units) FLOOR DRAINS (1 unit) -1-�MSHING MACHINE PES. (3 units) _LIKITCHEN SINK (2 units) WASH SINK EACH SET OF FAUCET (2 units) KITCHEN SINK W/FOOD WASTE GRINDER (3 units) WATER CLOSET, TANK OP (4 units) -lAVATORY (1 unit) KkTER ==, VALVE OP (8 units) LAVATORY, BARBER, BEAUTY PARLOR LAUNDRY TRAY (2 units) (2 units) jAvAToi;Y, SURMONDS (2 units) DEPARTMENT OF BUILDING 4239 PERM.. CITY OF ATLANTIC BEACH. FLORIDA PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB D.t,12112-19 7 9 Valuation S Plumbin-Z.— Fee S 9,00 This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. I This is to certify that Don Harris Plumbing CO. I*L,� TL 4, iuk es.2 clop has permission to I= _,2 lavatori Wr LC L; 2 bath tubs,1 water heater9l washing machine j 1�qjl/7 Owned by Met UnTnes 3 Seaspray House No-- 596 Nautia& Blvd. No. According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS UST BE IN- AND FOOTINGS M SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE x 0 Building material, rubbish and debris from this work must not be placed in public space, and must be cleared up and hatiled away by either contraetw or owner. BILL M. DAVIS Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER K"', Loca%, Date Lot MOO Owner ^ks ter PJL um"r L144,� CC , Bui,Lder cc Contract4ow 7ype Of 'Penu t PICXX 7ubk�l �Urlual.A�...C.Loseta DIMPOSals AL�' �wat4mx jeaterk-I I)ishwashers Sol 010 no WORK MV8T JU 0068 UMT'Z' PIAMS AM &VgCp,,CATI Un"11 A PROMIT UM BE= VROCULQJMD�. QNS jftwt &how 4 Plan and description of tAe sjze location of all the soil ow Vent pipes" am the au"er aw fl-ttur,68, (in accordance W,th Ordinance NO, 188 of the city locait Beach, Ion of 4j, FICArida) MASt be Mown On back Of AtIantIC Itablaw Inspector. Of app"Catlon AW be APPrOVed by D"M AUW AM SP=XFICATZON OF AWV]j pLUK9,ZjW on WK. Appeoved Plumbing Inspector, Oat* (FOR O"ICX USE CULY) MOUGS-IN IMPZCTXD REM"" CITY OF AY4.&C 6,4d- Office of Building Official REQUEST FOR INSPECTION Date 5�R Permit No. Time A.M. Received P.M. District No. Owner's Job Address cality Name 54)L�on a Y-1 BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 1-1 Footing 0 Rough Wiring F-1 Rough D Air.Cond.& 0 Re Roofing 1:1 Slab El Temp Pole E; Top Out 0 Heating Lintel D Final D Sewer 17i Fire Place ID READY FOR INSPECTION Pre Fab A.M. Mon. Wed. Thurs. Friday—P.M. A.M. Inspection Made PM. Inspector Final Inspection El Certificate of Occupancy Date CITY OF 800 SEMINOLE ROAD PS Form 3800,April 1995 C BEACH,FLORIDA 32233-5445 gm M U) LEPHONE(904)247-5800 0 0 T 0 Z:0 C: S 86 1 CD FAX(904)247-5805 A 0 0 3 CD cf) 10 C) Q. 0 — W 0 SUNCOM 852-5800 2 0 CD 0 r'4 In CD 6.2. CD (D CD —0 Co U) !R 0 ru no December 5. 9z a 0 = -V CD CD < (D 0 3 0 Mr. Juan Alip — 9�- M 0 CD 1588 Pleasant 0 Ks M" Jacksonville, I CL Li C3 Dear Mr... Cb City of Atlantic Our records Beach, Flori Re 596 Nautical Blvd. N. a/k/a Lot 1, Blk. 3, Seaspray RE# 170703-0344 investigation of this property discloses that I have found and determined that you are in violation of City of Atlantic Beach Ordinance Chapter 24, Section 163-2. Boat stored in front yard of front yard set back line -F1 420 CN Move boat to side or rear yard You are hereby notified that unless the conditions above described are remedied within 5 days from the date of your receipt hereof this case will be turned over to the Code Enforcement Board. Under Florida State Statute 162.09,the Code Enforcement Board may impose fines of up to $250.00 per day for a first violation and $500.00 per day for a repeat violation. Sinc rely Karl W. Grunewald Code Enforcement Officer KWG/gah cc: Public Safety Director John Blackwelder Certified mail c.e.c. 7037 4Q 4 pERMIT NO- DF rtAENT 01: BUILDING _V,,kR BEACH,FLORIDA AppENDIX ,lei (d) CITy OF ATLANTIC BUILD pElIALTY YOR' 'WORK PERMITro STEO ON JOB STARTED -P-PLIOR To THIS PERMIT MUST BE PO G & VERMT. XARCR 2 3 19-8-2— OBTA-TNIN S11ALL BE Date T11F, FEE DOME' Fee$ Valuation$ a to city Treasurer, ,a is aiia until above fee bas been pal f law. ................. 'rhis permit not I of a.,,11,,ble provisions 0 subject to revocation for Violation JUAN 14. AIM. -jc B that XTLANT �Jljs is to certi(Y BLVD- NOPT' 596 NAUTICAL C 'INST haspermiss'on RA -- 'FA14ILY zone— S 114 GLE Classification JUAN X ALI?10 3 S/D owned bY Block---2–� VDII 5 96 NANDT-1–CA" which are part of this permit ),ICv—ALL cONCRETE FORMS 14ouse No. ST BE IN- approved plan, N( INGS MU According to AND POO" )WE VOUp,1NG- SPECTED BVF( sly, MONTI'S P'P 'P �MIT VOID 11 OF ISSUE -n AFTER DAT b.and debris ' I rubbis ria, 9 . placed 0 B-11ding rn'te t ot be z fro"" this work c and must*#4 lic e, ay bl an ed_ A N or tr U .9 CON-r1ACToR DATE pER IT OFFIC NUMBER ONLY PLUMBING ELECTRICAL SEWER WATER Aw-w APPLICATION YOR Y-1-NCE AND YJ_'P' _!11 T ZON)NG: CHAPTER 28, SEC 28-5 (e) (1) In the area between the front property line and the front building setback line, no fence or wall shall exceed four (4) feet in height. (2) In the area between the front building setback line and the rear property line, no fence or Wall shall exceed six (6) feet in height. (3) No person shall construct, erect or place on any property within the city any seawall or retaining wall without first obtaining a permit therefor from the city and submitting adequate plans and specifications to show the building official of the city the construction contemplated. For the purpose of this section, a seawall or retaining wall is defined to be any wall used to resist the lateral displacement of any material. (4) Not- withstanding any provision hereof, no funce shall be constructed contrary to the provisions of subsection (n) of this section. (n) Traffic visibility across corners. In any district, no fence, sign or any planting shall be Tn-a—i-n-tai—ne—d—, except that—which does not interfere with traffic visibility across corners. This determination shall be made by the city manager or his appointed agent, and property owners in violation thereof shall be advised to make the necessary-removal TYPE OF PERMIT NAME, ADRESS & TELEPHONE 1�-UMBER OF APPLICANT FENCE (PRINT-PLEASE!) 1,,IALL SEA1%1ALL IJ141-11"L I- V1 ZAX-1 Tle__ IS T14E PROPERTY ZONED LEGAL DESCRIPTION: RESIDENTIAL C-E-� OR CO-,-2,1ERCIAL/B1FSfNESS ? ATTACH THE FOLLOWING TO THIS APPLICATION: VALUATION: a) The location of the building, structure or lot to which or upon which the structure is to be erected. b) A plot plan shouring the position of the structure in relation to nearby buildings or structures. c) A blueprint or ink drawing of the plans and specifications and method of construction and attachment to the buildingellt6jfT JJV ',11nd. A FI&E A A TI BEACH BUILDING OFFICE d) The name of the person/contractor erecting the structure. 2 e) Such other information as the city manager rK a g)ed agent b '11 require sn s to show full compliance with all other law a d t!�e t- - I r �Oces 'jy C) -174 ' T n aa _/7 DATE SIGNATURE OF APPLICAN APPROVED ITY OF ATLANTIC BEACH Bu! MAR 12134,82 411 A oF BUILDING pF_RWT No. 50 0_PA.V, _NT EACH,FLORIDA CITy OF ATLANTIC -To BUILD PER I T BE poSTED ON JOB THIS PERMIT MUS I&ky 6 19--82 Date Fee$ 0 60 and is Val'iation to city Treasurer, ...................................... j,not val.a until above j,has been P le Provisions of I-' This perm olgion of appli, subject to revocation for vi [0 JIJAN 14- AUP' FLOpd%, ertify that A!11'.�ANTIC This is to �VD N" !n�� PROVII 'UT-ICAL BL E A: ., STOEME S ED Y 0 FIT'BL T S has pem"issjon to -build INSTALL BO S v/ST SL" 'BE PO S A, FO Zone SINGLIZ Y941Ly on R. Classification owned by Lot N'&UTIGAL BLVD NORTE —1---596 P,,t of this permit FORMS House No. plans which a,e L CONCRETE to approved NOTICE—AL NGS MUST BE IN- According AND FOOT'ORE POURING. SpECTED BEF PEP�MIT VolD SIX MONTHS AFTER DATE OF ISSUE materia 1 9 rubbish and"eb'!' '101 Building be placed z fron, this work must not a Inust be cleare in public space,away by either Con d hauled u owner- tra 0 0 .�3CAC DATE UGU pERMIT FOR FFICE t4UMBER USE tN4LY PLUMBING ELECTRICAL SEWER WATER 'A 77 L4, I V.:) U.) cr D uj cc L-) LL It, Ziz CC ic Ln x V y lot CY IK wit- r.1 r WE 51 x In 00000 -j 0:111 90.0. -6 IS 1 .11. I I I,. z x 0 u T4 ty N Am 0 LL 0 4 w III -j 0000 K cz 11 U 4 a. IL o- o- w PA fw CL f-,*fy 0 1 0 0 0 :21 9"on I"fv 46 uj 0 a lyto a in q a — — - I :.;;.0 2 . 4 u , 4juu 34 x m mc a.IL IL 1 0 0 P on f1l m In&A to :32 uj U IL 0 Ir C\j in j z-.1 0 Z Z u x 0 z z a NO 0 N V-) % C4%, j W) 1A Ily W, x In In u z X IL 4-1, & LU a c m In f%j iz rr z i I 5� + I- z 0 In In < i X J 0 uj uj Z 0�D Q z mz CM z u z in on I" Q 0 in CP 0 a .- z IF z o 00 .9 j 49 9 z K c It IMI in (.16 U.1 30 CO 01 �K u-9 u 0 W x cc u cc .1 ru 0 L 0 rn in 407 cr C 4 CID (Z I t- o IN ty w z u I.- -j N C41 C\j L -j cc A j oz r. < rX4 :0) C) ------ I— In uj z v 0 U-1 E. 1z 2 < x c 0 Co u a Z 1 w a m V) 175 0 c z moo G 1 -9 to Q �o a 10 F, or u u t Cut 2! 0 94L A 0 z WC1 40 in r)CY ly m z 0 FE C\1 j z 14 r 2! < z in m CY - a f-j'a ILI a a CL 4D CC OD -j w 11 %�% CD in rj K x 'K 0 a E o —In N op�0,m oc�o, 1-04-400 0 I I I I . I I I I I I I I u x z I m I a,,T .N—A 0,& u - I I I I I I I I I I I M a NN-'n mm X CL 1-n(WJD 0 A,CC CY n. - g Z: (A6. MMMMM41com 4) p-m m o 0 N IA 2 m 4 a c�P-m(p a x I/I Z m x m 2: z S UZ4 I I I I I a I I I I 1 6 1 1 1 1 1 1 1 u cummmmm mmmmmmmll sp. , N,NNMMMM m U. 0 0 In o 4 6.j In z T �d x w L 0 -ju I u w Z 06 u u Ix-; 1. W z ix ou, B W06 W .0 (r. z IL (L 0 j I c �c 'a L,. 1 0 z I . r I -j -ac C; z U 2—In u a Lr, 0 ")Q�tA Z LL Zx —Z —,2 — —" Z ,a LU .,Co C 0 .6 V) 0 k4 - _j ;: j I r -.1 a �—0 x w z 3L I c V)19 LI.M CL In in x C;00- uj Z —M—Xwujm WWOZ,-,; MOWWZOOOWWZ(;Ww,,,c L� .4 1 1 -- -tymmfu v V) tr V) 6 — �. Z Z Z W In _j-j 2 z z z 2 z E o 00 0 a C,.2 0 m x w'I CL 0 0 0 Q I.- V)o La Lj C! C'; uj (x �!w ofn cc In z z z z z z -.11-i Z Z Z Z z z z z z 0 w Aj 6.1 w 000000000000001,11 .j 2 Z Z Z Z W LLJ W CL M cc (X z V)V)0 0 -j zzzzzzzzz in V)0 a c. E c 8 .0,0 4 4 ry 4 4 ct a Lj 0 4 4 X 0 N x x -C bc m DC K c w x x x c m 0.4 xwxcmmxmK x vc c Ic w cot w NN rum(Y Ney ry NN ry ry cy N x P4 U1, z N N ru(w rQ m(v m N cy ry ty fu ty(Y ty fy fu x�; (mv Ircy INK"t,I, IMC ely, IN,f1c.Cry, 10 uj QD D .I cr Qr1l I C) Lr� U. cc NOS, N Ic 14:1 it QQ IL bw lot L It.0 t7 .0 u rc .till 03 -1-T _j w UJ W Vj LU tr En —J z LLj < t1, Ll QC. ky) rc pc N4- or c 2 rM .HIE E— . 1 cy) tic, CITY OF 00f4ft& Office of suilding Off icia' REQUEST FOR INSPECTION Permit No-�? Date A.M. District No. ------- Time Remived--------- LocalitY ��/7 a . . e/77 JOD—.--ess contraCtO HEATING Owner's PLUMBING Name ECTRICAL BUILDING PLASTERING Sough Wirii g- ough............ Rough......... C] 0 Fine..... ........0 Foundation.......C3 Wire.............. .0 Finish Wiring.. Final......... C] Wat r H ater.- 0 Lath........... 0 Fixtures Sewers............... ChimneY...........0 Scratch............. Gas................— Framing.....**.....0 Brown.......*...' motors..... cesspool ........... Final............ Finish..........*.....0 A.M. Wallboard ........0 READY FOR INSPECTION Thurs. e—i cri.:2- Tu�e Wed. 1,0: Mon. inspection Made lnspector---,� a-1.2 C.ITY OF 4,0.& Otf ice of suilding Official -TiON ,EQUEST FOR """C Pe,,itN-. Date District No. PV. Time Receivecl_� Locality job Add'ass Contractor HEATING ., 1)�/Z, � UMBING v,,n:r ELECTFiCAL ._,___n_t Rough....... Rough vyiring-0 Rough.........*.....0 Final............... �1�OING PLASTERING..0 0 F inal................. water Heater.- am Na B vviring.- ....0 Foundation-......C3 NNire............... 0 Finish 0 sewers.........*, 0 0 Loth.......... .'0 Fixtures....... C3 Gas.......... ....... chimneV....*,-**"0 scratch..............0 %4otOrs....... C'001 ....... Framing...... 0 Brown............... C3 i L Final......... F nish............. 7, i, P M. Wallboard ..... ECTION READY FOR INSPI 'Thurs. Tues. Vyed. Mon. inspection, Made— y 1nsPect011____ CITY OF 0010.& O"ice of Building Off'C'S' REQUEST FOR INSPECTION Permit"0- Datte A.M- District No LocalltY Jo Address contractor—y,--�-�' HEATiNG 0 r's sough......... —�LECiRICAL h ..... 0 0- 0 Final...............0 Na�'.M-:�- PLASTE�ING 0 plough Wiring.13 Roug ..."***** 1LONG—_2 Wiring.. F inal..........****'*' 0 Z... Hester.. 0 wire..................0 Finish 0 sewers...............C3 Foundation.... C] th Fixtures......1-0 Gas....................0 . . .......... Chimn,Y.......... 0 0 motors............ Cesspool.......... Framing..... Brown.... 0 15 A.M- Final....... Finish......... D Wallboard ........ :CTION Fri. READY FOR INSfE Thurs. Wed. A.. f Mon. inspection Made jnspector-----�� CITY OF Ll 0&.& R6646 Officq of suildi"ll Official INSPECTION REQUEST r-OR P er m it N o-jo-14, District No. T i= R lity ddress �Jb A��tor HEATING owner h * ;'..r "U"'NG ��ECT R I C A0Z 1 0 Roug Name:i� Rough......... 0 Final............. 9W�� PLJ BUILDING 0 wire........*......... F inal........... 0 Water Hester.. Foundation......* ......0 0 sewers...............0 ChimneY...........[3 Lath............ 0 F ix,u,es ........0 81.................... 13 C3 Scratch..............C) motors..... cesspool .......... Framing...... 0 Brown............... Final............ Finish.......... Wallboard ....... CTION Fri.ILIA2�1k- ) READY FOR INSPE Thurs. A: Wed. r /Tues. Mon. inspection Made inspector waaaaaa-0000"W" 49 CITY OF Af4ft& office of Building Official REQUEST FOR INSPECTION Permit No----------- Date--Z-Z A.M. District No------- Time Pv. Job Address 4 Contractor PLUMBING HEATING PLASTERING ELECTRICAL 0 Rough............0 I N , :)ugh wiring 0 Rough............... Foundation....... wife..................0 R4 g 0 F inal.................0 Final...............0 Chimney......... Lath..................0 Finish Wirin 0 Water Heater-0 0 Fixtures..........0 Sewers............... Framing............ Scratch..............0 Motor&............C1 Gas...................0 Final................. 13 Brown............... Cesspool...........0 Finish. 0 Wallbo�;W*****,:**0 A.M. READY FOR INSPECTION Wed. Thurs. Fri. 9, on- Tues. inspection Made lnspector--� a,24 942 CITY OF out*.& office of Building Official REQUEST FOR INSPECTION Permit DIMS je A.M. District No. Time Received—-------- LocalitY Job Address 4d'-- .*k r-�AN G owner's contracto PLUMBING HEATING Name Rough............ Rough .....—...0 0 PLASTERING 7"!.!V?— 0 Final............... BUILDING .0 wire..................0 "',kough Wiring..0 Final................. 0 Foundation...... E] Finish 0 water Heater.. .0 Lath..................0 Fixtures..........0 Sewers.............**0 Chimn8V......—* Scratch.........,...* Gas.............. Framing........*—0 C] K4 tors. ..0 0 Brown......***'*"*' Cesspool ...........0 Final................. Finish................0 wallboard ........0 REAOY FOR INSPECTION Thurs. Fri. P.M. Wed. Mon. Inspection Made inspector CITY OF 0010.& off ics of Building O"ic's' INSPECTION REQU Permit 0. EST FOR N District No. Time. PbA. necevved� Locality Address Is .-Contractor MBI HEATiNG 0 CTRICAL ... Flough............0 N= PLASTERING ELE trin Ftough..........*, 0 BUILDIK 0 Flough i 1 0 Final...............0 wire................. h wiring Final***,*,,***,****,* C] water Heater- Foundation.......0 0 Finis C3 Sewers............... 0 Loth...........****"*0 F Ixtur C3 8s..... as................... C3 Chimney......**0 Scratch.........*,**,C3 motors.........**' Framing......*,*,*,0 Brown............... Cesspool........... Final............. 0 Finish................0 ASD Wallboard ........ ),ECTION Fri. P M. READY FOR INSI Thurs. Tues. Vyed. Inspection Made 1 nspect0f A) al-"CITY OF g4.& Office Of Building official )N REQUEST FOR INSPECTIC 5 Permit No. ;7 District No- 0 40� Time Receiv,d_`_� "II). Locality Job Address _C:ontractor HEATING owner s PLUMBING 0 Rough.....I....**0 Name PLASTERING ILECTRICAL Rough.............. 0 Final.......... 0 R h wiring-0 I N� C3 F ins,................. 0 DIN >r oug water Heater. 0 wire.........**.......0 Finish wiring..C3 Sewers............... Foundation......*C] Lath........... 0 Chimney....*****'*0 scratch....--'-'.""""0 lx,ures..........0 G-as..........I........ Framing......*..... C) Motors............ Cesspool.......... ...ID Brown............... Final......*..." 0 Finish- .... P.M. WallbO�;�*****:*13 READY FOR INSPECTION Thurs. Fri. Mon. Wed. -A Inspection Made CITY OF 00f4ft& otfice of suilding Officisl .ION REQUEST FOR INSPECI PermitNo. A.M. District R r4ed P.M. Locality —jo Add�r-�' owner's Contractor HEATING Name� �E PLUMBING 0 Rough .......... PLASTE�RING ELECTRICAL 0 Rough W.,ing.0 Rough. I ..............0 Final...............0 ..........0 ..0 Foundation... 0 Wire...................0 Finish Wiring-[3 Final................. 0 water Heater..0 Lath....... 0 sewers............... Chimney..... 0 S.r..h.......... C] Fixtures..........0 Gas...................0 F rning............0 '::0 motors...........* ra [3 Brown...........:. 0 Cesspool...........0 Final............. Finish...............* Wallboard ........0 A.M. READY FOR INSPECTION Fri. Wed. Tues. —/--Zo' Mon. lnqmtion Made inspector==,,. to receive'he ervices(for ar xt c- 91NMR: ish to receive the I also w :Complete items I andior 2 for additional services. following services(for an complete items 3,4a,and 4b. a f ) 2 a pdrd your name arid address on the reverse of this form so that we can return this extra fee): C card to you. t 1 s Address m Attach this form to the front of the maj1piece,or on the back if space does.not 1. 0 Addressee' 0 permit. jewipt Requested'On the mail piece below the article number. 2. 0 Restricted Delivery 0 sWrite'Return F livered and the date oThe Return R"pt will show to whom the article was de Consult postmaster for fee. delivered. 5 4a.FAArficl Number W 3.Article AdclresSOU 10: C S 4b.Service Type CL 4�,V, 0 Registered,, CD &-certified 1.,Ex Mail D Insured .5 �etumReceipt for Merchandise [3 COD 0 7.Date of Delivery 0 B.Address dir�ess(Only il requested C fe e�es At) s ed Y' y: rint a is P RebSived....B and fee is paid) C a t) or gent) Sitig6ebte:(Addressee Fieturn ReceiFt n.rannhar1994 102595 9.; B 5011len i cr :1 WR :3 1.9 06 z -4 3 0 Co VP V op rn *C=—r-77 >< --4 z C) 'o 1p Ip ot L ell PEP 2a- sm pgft*AL""114 Aoijif#10,00M. F*crm Approved ,W#f carb"s OMB No. 63—ROO55 �HA Form 2005 '*0k. -. to$ . SOFA* ';A Form 26-1852 may be w"w" so Isistol Ord", I ev. 2/74 cogaploa t1sre" .1;�. j Proposed Construction DESCRIPTION OF MATERIALS No. (To be jasmw by mA or I Under Construction roperty address Hidden Lakes city State-ZLQ11 4ortgagor or Sponvw Barnett Bank of Jacksonville_. (Narse) or Builder New Met Co. South (Narne) INSTRUCTIONS 1- For ad(fitionsl information an how this form is to be subautted, unless required, then the minimum acceptable will be assumed. number of copies, etc., see the instructions applicable to the FHA exceeding minimum requirements cannot be considered unless specifj Application for Mortgage Insurance or VA Request for Determination of describe& Reasonable Value,as the case may be. 4. Include no alternates, "or equal" phrases, or contradictory v 2- Describe SU materials and equipment to be used,whether or not (Consideration of a request for acceptance of substitate rnateria� shown on, the drawings, by marking an X in each appropriate check-box equipment is not thereby pre-lude&) and entering the information called for in each space. If space is 5. Include signatures required at the end of this form 4uKlequste, enter "See misc." and describe under item 27 or on an 6. The construction shall be(:ompleted in corripliance with the r( ,1"ached sheet. THE USE OF PAINT CONTAINING MORE THAN FrVF, drawings and specifications,as amended during processing, The spec,3 TENTHS OF ONE PERCENT LEAD BY WEIGHT IS PROHMITED. tions include this Description of Materials and applicable MininIUM 3- Work not specifically described or shown will not be considered perty Standards. 11. EXCAVATM: Bearing soil, type Sand --- FOUWATioNs. �4 Footings; concrete mix 2500 PSI strength psi Reinforcing Foundation wall: material - Concrete Block 8#1 Reinfbrcing Interior foundation wall: material Party foundation wan Columns: material and sizes Piers: material and reinforcing Girders: material and sizes Sills. material Basement entrance areaway Window areaways Wawproofi-g 6 Mill Visqueen Footing drains Termite p"Xection Soil Poison Basementless space: ground cover insulation foundation vents Special foundations Additional information: CHIMNEYS- Material Prefabricated(make and size) Flue lining: material Heater flue size Fireplace flue size Vents (nWehd&xdjw)-- gas or od heater water heater Additional infiwmatkat: "RWLACM Type: 0 solid fuel; 0 9SS-bUrning; 0 circulator(make and si,-e) Ash dump and clean-out Fireplace- Wng . ; lining hearth------------�; mantel Additional information: EXTRIOR WAIA& Wood frame: wood grade, and species 0 Corner bracing. Building Paper Or Sheathing thickness width []Solid,; [I spaced—"0' c'; 13"gonSl; Siding trade type— size_; exposure—"; fastening Shiallks grade type_; six,_; exposure—"; litstening Stucco thickness Lath ; wc7od— AUNHUY veneer — Sills Liteb—� Base flashing Ma900rY*91 $04id 0 fiwed (3 stuccoed; total wall thickness 8 f ac ing thickness_"; facing material Backup material thickc"_"; bonding Door Sills Concrete Window sills Brick Limeb rnjar- -2#5- ar8640"ing11nt1P h1QC Interior surikees: dampproofing,— coSts of furring x2 PT Additional information: —..- concrete block paint2d ExkTi" painting: material Trim: Acrylic Pain t number of cows Gable wall construction: 0 same as main walls; R) other construction 3/8 R lywod-yJ&b-BDLA-DA=1L- '2LOOR FRAMING: "Oists: woW,grade, and species anchors ; other bridging 4 'nc-te slab: 13 basement floor; W first floor; 0 ground supported;13 self-supporting; thickness reiakw,.- DWRIPTION COF MAIM' 9. PARTITION FRAMING: Studs'. wood, grade, and species SYL #2 ')�L�C)c size and spacing 2x4 Other Additions] information: load bearing partitions 2x4 @ 16" o.c. �0- CEILING FRAMING: Factory Assembled Trusses: joists: wood, grade, and specks see trliss diptails Other Bridging Additional information: I. ROOF FRAMING. Factory Assembled Trusses - See Detail Rafters, wood, grade, and species Roof trucoes (aft detall): grade and species Additional information: 2. ROOFING: �" CDX plywood w/grain right angle to trusses Sheathing: wood, grade, and species solid; 0 spaced Roofing Asphalt Thick Butt grade Class Q -; Size—; type Underlay 15# Asnh- fAlt ; weight or thickness li=; size 12X36 ; f"teriing-lLsil Built-up roofing number of plies—; surfacing material Flashing: mliterial Galy-ILM 3� Hi gh gage or weight 26 gravel scope; 0 snow Additional information: Se ' )3. GUTTERS AND DOWNSPOUTS: Gutters: material gage or weight size shape Downspouts: material gage or weight size shape--; number Downspouts connected to: 0 Storm sewer; [I sanitary sewer; 0 dry-well. 91 Splash block&. material and size Additional information:-- Diverters as necessary 4. LATH AND PLASTER 1-th 0 walls, E) ceilings: material weight or thickness---hl— Plaster: coats—; finish Dry-wall E) walls,0 ceilings: material---9XVAMM--; thickness—; finish- Painted Joint treatment Tape d & SRAckled Ce 5. DECORATING: (point, wallpaper, ek.) Rooms WAIX FININJ ZA-TRAIAL-AND APPUCATION CZ"NQ FtNUM MATFAIAL ANd APPUr-AMN Kitchen-------?._coats latex Stipple Bath - 2 coat.2 latax -StiDDle Other_ -Aint____ StiiDDle Additional information: 6. INTERIOR DOORS AAD TRIM: 7 Doors: type Flush H. C. material Lauan Mahog thickness ___L-3/� Door trim. type-Z!-WU&k--; material- Pine Base: type Stock —; material Pine . Finish: doors - - Natural- trim-Same as walls: Semi-&loss ale Other trim (ijeol,!ype and 1"alion) Additional information: 7. WINDOWS: Aluminum Windows: type SiLagle Hung make material Aluminum sash thickness Glass: grade, --UX--CMDS .062 Trim: type 0 sash weights;j;balances, type SDri head flashing material Paint Weatherstripping: type Continuous material Vinyl number coata—, 11 Storm sash, number— Screens: 0 full; @ half; type . As required number ; screen cloth material FG Basement windows- type material screens, number Storm sash, number Special windows Additional information: 1 ENTRAWU AND EXTERIOR DETAIL: Yellow Main entrance door: material PonciturnmA Pine ; width-31.0f—; thickness Frame: material---E—ine ; thicknen Other entrance doors: material Pnnderosa Pine ; width-L�; thickness j-jZ14 Frame. material_; thiarsess_ Head flashing Alliminji Weatherstripping: type TenSion-AlliMirlum ; saddles AluMinua Screen doors: thickness number--L—; screen cloth material S Storm doors: thickness—"; number—, Combination storm and screen doors: thickness_,,; number-' screen cloth material I Shutters: 0 hinged; 91 fixed. Railings Per p I ans Atticlouvers Vented Soffit MP�--, Exterior millwork: grade and species Paint2 coats oil or latex ; numbercoats-- Additional information: CABINETS Am iNTERIOn DETAIL Kitchen cabinets, wall units: material Woo lineal feet of shelves MPS ; shelf width Base units: material Wood & PIVWAAA counter top Lam. Plastic —; edging Same Back and end splash 4ILLAM-21AA11—C Finish of cabinets Baked E name 1 Stain-Lam. PlagJ41fer coal,_ Medicine cabinets: make MRS 14xlB LAI.Zson model Other cabinets and built-in furnit,.� SPECIAL FLOOR$ AND WAINSCO. own 0111111 LOCA"ON MATZIMU,CbWA,30904A,SUAS.GAG9,EM THassitow WUL BAU UNDun&, M,%IWUAL MATIRRIAL Vinyl Asbestos 1/16" l2xl2 Wood Concrr.,1. Bath --linyl Asbestos 1116" 12xl2 Wood L. R. Carpet MPS Bulletin 44C Wood Concre All other Vinyl Asbestos 1/16" 12xl2 LjacA-noN MAnAl&t,CbLOR.BORDER,C&P Swis,GAoz,ETc. Hricirr HjuGmT Hamorr ita SN' OvzR Tua (Fatom. -fto� Bath I Ceramic Tile �44x4�)--Tub Alcove 71 to catlino fn I-A4 I Bathroom accessories: 0 Recessed; material number 0 Attached; material number Additional information: 1. PLUMBING: Furruits Numstal LOCA-rIC11111 Mn't FixTuall IvarrnricA-room No. Sizz Sink 1 I -Kitchen -�-stainless 2 ents) (2) 20xl6-- SS Lavatory Baths (Briggs MedalliQn) - - l9xl7 Water closer Baths (Briiz2s Standard) Standard Bathtub B th __ (Bligg-s- Medallion) 50 oto rn 1 Shower over tubJ�._ Bath (trim) Aracricala Standard or Citation Stall showerA Laundry trays A&I Curtain rod 0 Door 0 Shower pan: material Comp2tit!t Water supply: Ej public; 0 community system; 0 individual (privaote) system.* [Itpublic; C3 community system; 0 individual (private) system.* *Slaw and desmbe Individual jyjunt in cwnphotr detail on separak dhawings and speaficatrom accor&xg to requirepoents. House drain (inside): [:) cast iron; 0 tile; fia other PVC House sewer (outside): 0 cast iron; 0 tile; Cj other.EY-Cw.—. Waterpiping: [] galvanized steel; 0 copper tubing; 0 other — Sill cocks, number Domestic water heater 1.: type Elgctric ; make and model Bbeem QX -CQIULL—; heating capacity - gph- 100" rise. Storage tank: material -;capacity Gas service: 0 utility company; [I liq. PeL gas; 0 other Gas piping: Cj cooking; O'house hv-.; Footing drains connected to: 0 storm sewer; [3 unitary sewer; 0 dry well. Surnp p6mp; make and model ; capacity ; discharges into NEATING-. See- Heating Plans & Layout 0 Hot water, IJ Steam- 0 Vapor- 0 Gone-PiPc system. 0 Two-pipe system. 0 Radiators. 0 Convectors. 0 Basebow-d radiation. Make and model Radiant panel: 0 floor; 40 wall; [3 ceiling. Panel coil: material 0 Cimulator. 0 Return pump. Make and model capacity Boiler: make and model Output Btuh.; net rating Additional information: Warm *-x: 0 Gravity. K] Forced. Type of system central duct Duct nwicrial: supply f iberglass .; return f ibgrglasg Insulation—, thickness [3 Outside air 19 Furnace, make and model Input--Ll KW Stuh.; output Additionid 'arkformation. U Space healer; 0 floor furnace; wall heater. Input Btuh.; output Btuh.; number units Make, model Additional infortnation: Controls: make and types Additional information: 0 C-31; 0 Oil; 0 gas; 0 fiq. pet. gas; [2 electric; []other storage capacity Additional information: Firing ecluiPn-- 6imished separately: 0 Gas burner, conversion type. [I Stoker: hopper feed C]; bin feed 0 Oil burner: 0 pressure atomizing; 0 vaporizing Make and model Additional information: Control Electric heating system: type Input—...watts; volts; output Additional information: Ventilatint ecluinme-m- ..,;- r— DESCRIPTION OF MATEP -Mb,e &-moo USTA IM _�TVM A M&THoo Roof 6 Fi 'Ti 4 C3 K-19 VAPOR &RRMR r CAling wall Foilbacik sheetro ,K Floor HARMAM(make, material, and finish.) wg%vf-l^�U t,-- s finish SPKIAL IQUIPMJNT: (State able by local low, custom ft"w"01 Or make, model and quantity. Inc"only equipment and appliances which are oc(, and&*P0cab'* FHA skmd0rds. Do not include items which, by established custom, are supplie, ampont and romov*d- when he vac&**Pr*M'S*s Or ChOfts Prohibited by law from becoming rooky.) HQnAXW9jLTC49A_I nn 1-9 r%n nn ----------- #11SCULAME—C OUS:(Describe any nxL;n dwoffing materials, equipment, or COO truction items not shown 0- adc6lional information where Me space Provided was inadequat*.' Always 5 1S*W1We;or use to pro used on this form.) roferonm by item number to correspond to numbe� _4#1 TIRRACU: ---rr—� 4 concrete GARAGES: WALKS AND DRMVI/AYS: 0 Driveway: width 8--.; bow material I ----S-a�nd ; thickness—A—", surfacing material —con LLtt Front walk, wkhh__.w!__, material- rQncxete ; thickness—ft—". Service walk: width—; &_; thickness Steps- material-- 11 1 1; tr I eads—"; risen Cheek wall* material—; thickness—. 01M ONWE IMMOMMM. tspWto all ex/trior Oftnte Improvements not described elsewhere, including items such 01 unusual grading,drainage structures, retaining waus.fince,raihp and eecr$jdp7 structures. LANDSCAPM, MANTM, AM F"M GMDN*).- T0,380il—. thick: 0 front yard: [3 side yards; 0 rear yard to feet behind main building. Lawns(smw,sad*d,or sprigged): ER rront yard sprigzed (3 side yards sRrigged 0 rear yard SRriggsd 15' Planting: 0 as specifird and shown on drawings; 0 as mows: Shode trees. deciduous. 2 caliper.