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910 NE 91 Terr (2)I, continue the permitting process. Aiatt/u (C/Ito:Piliar BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE (305) 795 -2204 FAX (305) 756-8972 RECEIPT 1 tractor /owner, picked up 2 sets of plans for (address) ItYPACF F from the Building and Zoning Department on (date) 0 8 1 1 6 1 O ( to have corrections done to plans and/or get County stamps. I understand that the plans need to be brought back to Miami Shores Building and Zoning to avb D+ tcer. le V of said ordinance. -but not more than one dwelling on any one plot. , and other lands and reservations owne'' and oper. including all uses customarily incidernal thereto, ; any place for the storage of other thanrpassenger rtructron materials or equipment for use other than of land. of the tilling of the soil, but not any use including •.nhouse or the keeping of any livestock other than provided in Article V otter may be constructed within five feet of the rear I:stricts and without regard to the spacing require - buildings located on the came premises if such o an existing building or accessory to an existing that such shelter shall otherwise conform to all ements prescribed for the principal building and it such shelter shall be designed and constructed in provisions of the South Florida Building Code, rung board and the council, and in accordance with - atwns and requirements as prescribed in the pam- the office of Civil and Defense Mobilization desig !ter Surveys; Guide for Architects and Engineers, an Appendix Services. May 1960. Family Fallout "21. December, 1960. The Family Fallout Shelter, nd Clay Masonry Family Fallout Shelters, MP-18, h pamphlets are hereby adopted :is a part hereof irigination of television or liluis including both rs, when not homed by license from Miami Shores uh reference to license costs, hours of permitted ipproprial ' roniht iorr+ listncts, as permitted therein Width: 75 feet Area: 7,500 sq. ft. _ Width 75 - SCHEDULE OF REGULATIONS Being a Part of Article IV of the Miami Shores Village Zoning Ordinance No 270 Minimum Plot Size Maximum Building Height For dwellings: 2 stories, 30 ft. For other buildings: 40 ft., excepting, for all buildings, the features specified in Article V and subject to the con- ditions set forth there- in. Front Yard Depth For dwellings: equivalent to the me- dian of the depths of existing front yards in the same block and lying within a distance of 100 ft. on each side, but not leas than 26 R. or necessarily greater than 35 ft.; or 25 ft. if not more than one building exists within said 100 ft. on each side. For other buildings: same as for dwellings. Minimum Yard Dimensions Side Yards. Two re- quired (except as otherwise specified below) each having the minimum width specified below. For dwellings: 10 ft., For dwe) except that on a corner For swi plot the rear line of From the i which adjoins the side pool wall to line of a plot to the rear, there shall the side yard on the minimum street side shall have from the a width of not leas than screen enc.• 15 ft. lot line the For swimming pools: a 5 -11 mi From the inside face of back. pool wall to the lot line there shall be a 1255 -R. minimum setback; from the pool deck or screen enclosure to the lot line there shall be a 10 -R. minimum set- back. Rear De Provided as follows with respect to other buildings: (a) No building in which is conducted a use specified in para: 9a under permitted uses in R districts shall be located less from the nearest line of a plot in any R or A district. (b) If a building occupies a plot surrounded on at least 3 sides the yards adjacent to such streets shall have such dimen . specified on a site plan for such building, approved by th board as provided in Section VI. May 10, 2001 Mr. Al Berg Director, Planning and Zoning Miami Shores Village Fax # (305) 756 -8972 Re: Proposed addition to 910 NE 91 Ter Dear Al; Thank you for your time on the phone yesterday. Sincerely, / w Tom Knight 0 — (305) 461 -92 h — (305) 758 -7567 o e I wanted to put in writing our concerns in hopes that you will relay them to Mr. Richard Sarafan. I think our request for a building permit for our proposed addition has been mistakenly included with our good friend and neighbor, Sandy Pillo and her interest in acquiring the strip of land immediately east of her property and immediately west of our property. Our property is to the immediate east of this village owned land, but our property is quite distinct from this land. Our tract has always been intact as is. A title search done at the time we purchased the property confirms this as does the warranty deed and survey which you have. A second title search conducted in January of this year also confirms clear title. Conversations with the former owner, Lilian Meyers confirms this. She also mentioned that Tom Benton is familiar with our property. We have been paying taxes on this land as described in deed and survey for several years — as did Ms. Myers. I understand your need to clear up title to the land our neighbors are interested in, but it should not effect our desire to expand our home. These are two distinct parcels of land. I am not sure where in the permit process our permit application is, but I do know that we have been trying to get all planning items in order with the village for four months. We would be most grateful not to have to wait until June's council meeting before this is clarified. We would appreciate any assistance you could offer on speeding up the process. Thank you and Mr. Sarafan for your time and consideration, and please advise as soon as possible. BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138.2382 TELEPHONE (305).795-2204 FAX (305) 756-8972 RECEIPT CPOQ contractor /owner, picked up 2 sets of plans for (address) from uilthe Building and Zoning Department on (date) 7 - /7 0/ to have corrections done to plans and/or get County stamps. I understand that the plans need to be brought back to Miami Shores Building and Zoning to continue the permitting process. 41QI -FA.aqt‘,AY 0-1 oi PRINT TIME 02/08 '01 16:18 ID :MIAMI_SHORES_VILLAGE____ FAX :3057568972 7 TIMER=--:-- FILE START MODE No. TIME 958 02/08 16:17 TX ERROR PAGE= LOCATION 93058922379 - - 910 r(l•f, 1/sr 7"err, TriE OF R:. =w: •5ii gc1't1p t / C0r =ON © addrfran i8 exis4. p144 o 12 SFBC ( Presunited ba s ed or+ 1 Can f� oh A -l.2 4n �S,i.d, fh 11.5 (no /i4) Door W; o% C - re ee rrds Cal c - #, 7-, ® FOO'/ 1 y-d r T Provide dal Shaw c.aw '. 16 • l2" ed`S l!/do 9 -f2, / Dowel lap 1Lo v c cwt sec��rr i W wha.i i4 513e O eva i o * ** TRANSMISSION REPORT * ** Fr .a,ZS 177 V7=7 =�„ PAGE LOCITIGY CaEMCS 1rea ier char) how p9 l a p/y wig Sec, p y a f�ac ed So'rl Searie:5 Value of z,eao psl2 is it) be A /e's Visica r4/Spec /Io1 ria leJ'f Id for'f d %scr 1h, flmend 1 e sla /e#nen?' i kenad slash Shan/ mod) -er Rucks la be ¢''6 spac 105 inaa / 2 / j 7eri o bars a./ / h ealavr. lie Bey be 3em ere n ee✓ roe)- m ce /s / 5A Spate vt q o C Fe fl 5 `edfe' ac 7L wall fao (rnaMol. i (40d e 4, b et *3 r r L 11. . /hdcca ie d esr1v1 4) V4 pressur^ef o•v. C fr/nA- r(•'r�1 « ` - cie fi f r. rr jl / cz) , r •ZFec." FC )) / e / C'U U * * * * *2AN 181 L STORE TX /RX TOTAL CODE PAGE PAGE TIME 1 1/ 0 00'37" OK D-S P iR. 2- Dar Z D/ 3: 25- f - .5/1a U. on 9e is 649. rrr476rced as per plan • 2 x P - 3" Tapeons a-k• or 6 S. ee- f 5ea e y w4,11 1-v have 24c, ra4 C.4 rncr Querns1 ex�sf l2" Yrel(i5 cots. • cie,e54'r GA, 5 eeS•. ax . .5; I. 7 • w�nda doers• 2z_ � 61r t te,v(eika a G.Me) = = =« «JOB DESCRIPTION »» Customer : ARCO.CONST.KNIGHT.ADD. Project # : 2A80 _ = Bld(10/8/2001),v2.0 CODE QUANT SPAN ID 999 1 999 999 999 103 107 107 107 314 205 205 205 313 313 313 101 5 4 3 8 3 2 1 1 2 3 4 1 1 1 1 19 -0 S2 SPECIAL 22 -0 18-8 18 -0 22 -0 19 -0 T2 COMMON 18-0 18 -8 9 -10 4 -0 -1 1 -0 28 -2 4 -0 S1 S2A S2B T1 T2B T2A HG1 CJ3 2 - 10 - 8 J29 T1 FV2 V4 DESCRIPTION CAM'S: L0 -4 SPEC.CIAL SPECIAL SPECIAL C 0PIII ON CANTS: L0 -4 C COMMON HIP TRUSS MONO MONO MONO u: C Mli ON(GABLE END) OVERHANGS /PITCH T4 T4 T4 T4 28 -2 FV1 HALF HIP TRUSS(GABLE END) HALF HIP TRUSS(GABLE END) 28 -2 F V 3 HALF HIP TRUSS(GABLE END) R: 0 -4 B4 R: 0-4 B4 R: 0 -4 R: 0 -4 00S P �s5 O0(0 �1\0\I��39, 21 ,.��n S �, � 1035 a �� 4 � . « «BEST.TRUSS.CO. » » = == Date : 4 -1 -2002 Page : 1 / 1 4 -1 -oz , = = =« «ACES - 2000 »» Hand cut »» : 9.89 Com cut • 3.44 Customer : ARCO.CONST. Project #: 2A80 Span : 19 -0 _ = B Id( 10/8/2001),v2.0 1- 2 = -2705 2- 3 = -4656 3- 4 = -1480 4 -5= -1480 5- 6 = -420 6 -7= -1052 7 -8= 0 8 -9= 654 9 -10= 4417 10 -11= 2697 11 -1= 2558 [ 00002542 ] Hand jig»» : 14.54 KNIGHT.ADD. Truss ID : S2 Quantity : 1 FORCES - GRAVITY LOADS 2- 11 = -778 2 -10= 1863 3 -10= 1074 3- 9 = -3057 4- 9 = -384 5 -9= 1434 5 -8= -899 6 -8= 827 PROVIDE FOR 507 LBS UPLIFT AT JOINT 1 (0.49) PROVIDE FOR 539 LBS UPLIFT AT JOINT 7 (0.50) PROVIDE FOR 367 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X= LEFT, Y = TOP ):[j9= 4,2],[j10= 3,2],(SYMMETRIC PLATING TURNED ON) TOP CHORD SPLICES:3 -4 =3x4; 3 -0 3 -0 3 -0 3 -0 LOADING (PSF) L D TOP 30 15 BOTT 0 10 { 4x5 2 3x6 11 2X4 WEDat L. HL TO PK:16 -2 -5 LEFT HEIGHT:0 -3 -15 0 -4 CANT. LEFT HEEL 6 -9 -15 3 -9 -15 6 -9 -15 3 -9 -15 3x6 3 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED 12 -10 -1 6 -0 -2 12 -10 -1 6 -0 -2 « «BEST.TRUSS.CO. » » Hand assembly» » : 6.23 Comp asssembly : 0.00 Mon Apr 1 14:20:45 2002 Family # : special Top Pitch : 4/12 Bot pitch : 4/12 2x4 SPAN:19 -0 RISE:5 -5 -6 4 15-4-5 19 -0 I q - 2 -6 -4 3 -7 -11 REACTIONS - SIZE 1 = -1037 7.25 7 = -1074 7.25 4x5 5 5x6 16 -8 19-0 3 -9 -15 2 -4 3x 4 7 3x4 INTERNAL RISE:1 -3 -5 R. HL TO PK :3 -10 -1 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 2 -3 =0.926 TOP CHORD:2X4 No.2 19 SP BOTT 9 -10 =0.921 BOT CHORD:2X4 No.2 19 SP LL.DEFL. @10 =0.29 < L/360 WEBS :2X4 No.3 19 SP SPACING:24.0 in o.c. NO. OF MEMBERS = 1 RIGHT HEIGHT:4 -2 -13 RIGHT END VERTICAL IS NOT EXPOSED. WEB 3 -9 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.w /2 -8d nails,or T -brace of same size and grade as web conn. to Harr a w /10d na s in. o.c TRUSS CHECKED FOR 155 M.P.H WIND, ENCL.BLDG.,WALL HGT. 10 FT,BLDG. CAT. I,EXP. CAT. C,NON -GABLE ZONE (5 }5) S 7 ) PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSIJTPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSU1. BL ANDIIECT OR ENGINEER. = == ««ACES - 200 »» Hand cut »» : 33.25 Comp cut • 15.75 Customer : ARCO.CONST. Project #: 2A80 Span : 22 -0 = = Bld(10/8/2001),v2.0 1- 2 = -3195 2- 3 = -5443 3- 4 = -2900 4- 5 = -2900 5 -6= -5443 6- 7 = -3195 PROVIDE FOR 561 LBS UPLIFT AT JOINT 1 (0.46) PROVIDE FOR 561 LBS UPLIFT AT JOINT 7 (0.46) PROVIDE FOR 165 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X= LEFT, Y = TOP ):(j9= 5,2],(j11= 5,2],(SYMMETRIC PLATING TURNED ON) 3 -4 3 -4 3x 6 3 -4 3 -4 LOADING (PSF) L D TOP 30 15 BOTT 0 10 4x7 2 3x 6 5 12 2X4 WEDGE 6 L. HL TO PK:11 -7 -2 LEFT HEIGHT:0 -3 -15 7-8= 3023 8 -9= 3187 9 -10= 5163 10 -11= 5163 11 -12= 3187 12 -1= 3023 7 -1 -15 3 -9 -15 7 -1 -15 3 -9 -15 [ 00002543 ] Hand jig »» : 36.00 KNIGHT.ADD. Truss- ID : S1 Quantity : 5 FORCES GRAVITY LOADS 2- 12 = -929 2 -11= 2142 3 -11= 1176 3- 10 = -2517 4 -10= 1488 5- 10 = -2517 11 -0 3 -10 -1 11 -0 3 -10 -1 0 -4 CANT. LEFT HEEL 0 -4 CANT. RIGHT HEEL NOTE: PROVIDE FOR 0.34 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING 5 -9= 1176 6-9= 2142 6 -8= -929 4x5 4 14 -10 -1 3 -10 -1 «BEST . TRUSS . C0 . »» Hand assembly» » : 28.50 Comp asssembly : 0.00 Mon Apr 1 14:20:47 2002 Family # : specia -1 Top Pitch : 4/12 Bot pitch : 4/12 3x4 3x4 3 5 11 10 9 6x10 3x8 6x10 18 -8 3 - 9 - 15 14 -10 -1 18 -8 3 -10 -1 3 -9 -15 SPAN:22 -0 RISE:3 -11 -15 REACTIONS - SIZE 1 = -1210 7.25 7 = -1210 7.25 TRUSS CHECKED FOR 155 M.P.H WIND, ENCL.BLDG.,WALL HGT. 10 FT,BLDG. CAT. I,EXP. CAT. C,NON -GABLE ZONE, PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)C. 22 -0 3 -4 4x7 8 6 5x6 STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING:24.0 in o.c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 10(5 +5) 22 -0 3 - 4 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 2 -3 =0.660 TOP CHORD:2X4 No.2 19 SP BOTT 9 -10 =0.959 BOT CHORD:2X4 No.2 19 SP LL.DEFL. @10 =0.39 < L/360 WEBS :2X4 No.3 19 SP PSF DL 4 -1 -oz 3x6 7 3x6 2X4 WEDGE INTERNAL RISE:1 -3 -5 R. HL TO PK :11 -7 -2 RIGHT HEIGHT:0 -3 -15 (ASCE7 -98). SSBC,ANSI/ CT10 'ENGINEER. = = =« «ACES - 2000 »» Hand cut »» : 30.89 Comp cut : 13.61 Customer : ARCO.CONST.KNIGHT.ADD. Project #: 2A80 Truss ID Span : 18 -8 Quantity _ = Bld(10/8/2001),v2.0 1- 2 = -2655 2- 3 = -4543 3- 4 = -1408 4-5 = -1408 5- 6 = -363 6 -7= -1002 TOP CHORD SPLICES:3 -4 =3x4; 3 -0 3 -0 3x 4 3 -0 3 -0 L. HL TO PK:16 -2 -5 LEFT HEIGHT:0 -3 -15 LOADING (PSF) L D TOP 30 15 BOTT 0 10 7 -8= 0 8 -9= 599 9 -10= 4310 10 -11= 2647 11 -1= 2511 3x4 2 3x6 11 2X4 WEDGQx6 0 - 4 CANT. LEFT HEEL 6 -9 -15 3 - 9 - 15 6 -9 -15 3 -9 -15 [ 00002544 ] Hand jig »» : 32.83 3x 6 3 6 -0 -2 6 -0 -2 : S-2A : 4 FORCES - GRAVITY LOADS 2- 11 = -762 5 -8= -904 2 -10= 1803 6-8= 820 3 -10= 1055 3- 9 = -3017 4- 9 = -384 5 -9= 1406 PROVIDE FOR 497 LBS UPLIFT AT JOINT 1 (0.49) PROVIDE FOR 507 LBS UPLIFT AT JOINT 7 (0.50) PROVIDE FOR 371 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X= LEFT, Y = TOP ):[j9= 4,2],[j10= 3,2],(SYMMETRIC PLATING TURNED ON) 12 -10 -1 « «BEST.TRUSS.CO. » » Hand assembly» » : 24.62 Comp asssembly : 0.00 Mon Apr 1 14:20:48 2002 Family # : special Top Pitch : 4/12 Bot pitch : 4/12 2x4 1 15 -4 -5 2 -6 -4 REACTIONS - SIZE 1 = -1021 7.25 7 = -1021 2.50 4x5 5 18 -8 3 -3 -11 4 10 9 5x6 5x8 12 -10 -1 SPAN:18 - 8 RISE:5 - 5 - 6 16 -8 3 -9 -15 STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING:24.0 in o.c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 a 5x 6 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 2 -3 =0.916 TOP CHORD:2X4 No.2 19 SP BOTT 9 -10 =0.902 BOT CHORD:2X4 No.2 19 SP LL.DEFL. @10 =0.28 < L/360 WEBS :2X4 No.3 19 SP 3x4 7 1 18 -8 3104 2 -0 INTERNAL RISE:1 -3 -5 R. HL TO PK :3 -5 -13 RIGHT HEIGHT:4 -4 -3 RIGHT END VERTICAL IS NOT EXPOSED. WEB 3 -9 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.w /2 -8d nails,or T -brace of same size and grade as web conn. to narr. - e w /10d na s in. o.c TRUSS CHECKED FOR 155 M.P.H WIND, ENCL.BLDG.,WALL HGT. 10 FT,BLDG. CAT. I,EXP. CAT. C,NON -GABLE ZONE 8). PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSIJTPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSU1.BL01,RO CT OR ENGINEER. = = =« «ACES -2000» » [ 00002545 ] « «BEST.TRUSS.CO. » » Hand cut» » : 23.45 Hand jig » » : 26.90 Hand assembly» » : 18.70 Comp cut : 10.33 Comp asssembly : 0.00 Customer : ARCO.CONST KNIGHT.ADD. Mon Apr 1 14:20:50 2002 Project #: 2A80 Truss ID : S2B Family # : special Span : 18 -0 Quantity : 3 Top Pitch : 4/12 Bot pitch : 4/12 = = Bld(10/8/2001),v2.0 1- 2 = -957 2- 3 = -1701 3- 4 = -3903 4- 5 = -1352 5- 6 = -1352 6 -7= -391 TOP CHORD SPLICES:4 -5 =3x4; 2-0 2 -0 6x10 2 -0 2 -0 7 - 8 = 4x 7 5x 6 3 L. HL TO PK:15 -1 -10 LEFT HEIGHT:0 -7 -15 8 -9= 0 9 -10= 606 10 -11= 3703 11 -12= 1704 12 -1= 0 PROVIDE FOR 471 LBS UPLIFT AT JOINT 1 (0.48) PROVIDE FOR 509 LBS UPLIFT AT JOINT 8 (0.50) PROVIDE FOR 334 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X= LEFT, Y = TOP):[ j2= 3, 2] ,[j10= 4,2),[j11= 3,2],(SYMMETRIC PLATING TURNED ON) 5 -9 -15 3 -9 -15 5 -9 -15 3 -9 -15 FORCES - GRAVITY LOADS REACTIONS - SIZE 2 -12= 1653 6 -10= 1296 1 = -976 2.50 3- 12 = -827 6 -9= -831 8 = -1013 7.25 3 -11= 2091 7 -9= 769 4 -11= 776 4- 10 = -2455 5-10 = -384 3x 4 4 6 -0 -2 11 10 5x6 5x8 12 9 6 -0 -2 2x4 5 14 -4 -5 2 -6 -4 15 -8 3 -9 -15 4x5 6 18 -0 5x6 INTERNAL RISE:1 -3 -5 R. HL TO PK :3 -10 -1 SPAN:18 -0 RISE:5 -5 -6 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 3 -4 =0.917 TOP CHORD:2X4 No.2 19 SP TOP 30 15 BOTT 10 -11 =0.797 BOT CHORD:2X4 No.2 19 SP BOTT 0 10 LL.DEFL. @11 =0.21 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING:24.0 in o.c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 3 -7 -11 4 -1 - oz 1 -4 3x4 8 1 8 - 0 13x4 2 -4 RIGHT HEIGHT:4 -2 -13 BOTH END VERTICALS ARE NOT EXPOSED. WEB 4-10 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.w /2 -8d nails,or T -brace of same size and grade as web conn. to narrow face w /10d nails 6 in. o.c TRUSS CHECKED FOR 155 M.P.H WIND, ENCL.BLDG.,WALL HGT. 10 FT,BLDG. CAT. I,EXP. CAT. C,NON -GABLE ZONE, 10(5 +5) PSF DL (ASCE7,- 98 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DES SP CS I/ P 95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD ONSU BL G ARC EC ENGINEER. = = =« «ACES - 2000 »» Hand cut »» : 43.65 Comp cut : 22.18 Customer : ARCO.CONST.KNIGHT.ADD. Project #: 2A80 Truss ID Span : 22 -0 Quantity ==131c1(10/8/2001),v2.0 FORCES - GRAVITY LOADS 5 -6= 2476 2 -6= -723 6 -1= 2476 3 -6= 736 4- 6 = -723 1- 2 = -2614 2- 3 = -1898 3- 4 = -1898 4- 5 = -2614 PROVIDE FOR 561 LBS UPLIFT AT JOINT 1 (0.46) PROVIDE FOR 561 LBS UPLIFT AT JOINT 5 (0.46) PROVIDE FOR 165 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X= LEFT Y= TOP):[j6= 4,2],(SYMMETRIC 3x6 LOADING (PSF) L D TOP 30 15 BOTT 0 10 5 -10 5 -10 3x6 2X4 WEDGE 11 -0 11 -0 L. HL TO PK:11 -7 -2 LEFT HEIGHT:0 -3 -15 SPAN:22 -0 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED [ 00002546 ] Hand jig »» : 44.00 PLATING TURNED ON) 11 -0 5 -2 0 -4 CANT. LEFT HEEL 0 -4 CANT. RIGHT HEEL REACTIONS - SIZE 1 =-1210 7.25 5 = -1210 7.25 4x5 3 2x4 2x4 2 a 6 5x8 MAX STRESSES TOP 4 -5 =0.656 BOTT 6 -1 =0.995 LL.DEFL. @6 =0.13 < L/360 : T1 : 8 16 -2 5 -2 « «BEST.TRUSS.CO. » » Hand assembly» » : 40.13 Comp asssembly : 0.00 MoniApr# 1 14:20:51 2002 Top Pitch : 4/12 22 -0 11 -0 22 -0 5 -10 R. HL TO PK :11 -7 -2 RISE:3 -11 -15 RIGHT HEIGHT:0 -3 -15 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2 19 SP BOT CHORD:2X4 No.2 19 SP WEBS :2X4 No.3 19 SP SPACING:24.0 in o.c. NO. OF MEMBERS = 1 3x6 2X4 WEDGE 4 -1• oz 3x6 5 TRUSS CHECKED FOR 155 M.P.H WIND, ENCL.BLDG.,WALL HGT. 10 FT,BLDG. CAT. I,EXP. CAT. C,NON -GABLE ZONE, 10(5 +5) PSF DL (ASCE7 -98). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. �� U = = =« «ACES - 2000 »» [ 00002547 ] Hand cut »» : 20.31 Hand jig »» : 23.29 Com cut : 8.95 Customer : ARCO.CONST.KNIGHT.ADD. Project #: 2A80 Truss ID : T2 Span : 19 -0 Quantity : 3 = = Bld(10/8/2001),v2.0 FORCES - GRAVITY LOADS 1- 2 = -2112 6 -7= 541 2-7 = -683 2- 3 = -1439 7 -1= 2001 3- 7 = -436 3- 4 = -1439 4 -7= 1203 4 -5= 0 4 -6 =-962 5 -6= -194 PROVIDE FOR 531 LBS UPLIFT AT JOINT 1 (0.51) PROVIDE FOR 514 LBS UPLIFT AT JOINT 6 (0.48) PROVIDE FOR 353 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X= LEFT,Y= TOP):(j3= 3,3],(SYMMETRIC PLATING TURNED ON) BOTT CHORD SPLICES:6 -7 =3x4; 3x 4 LOADING (PSF) L D TOP 30 15 BOTT 0 10 5 -7 -15 10 -6 -2 5 -7 -15 3x6 2X4 WEDGE 0 - 4 CANT. LEFT HEEL 2x4 2 10 -6 -2 10 -6 -2 L. HL TO PK:16 -2 -5 LEFT HEIGHT:0 -3 -15 SPAN:19 -0 MAX STRESSES TOP 1 -2 =0.601 BOTT 7 -1 =0.706 LL.DEFL. @7 =0.07 < L/360 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED 4 -10 -3 REACTIONS - SIZE 1 = -1037 7.25 6= -1074 7.25 5x 6 3 3x8 « «BEST.TRUSS.CO. » » Hand assembly» » : 16.19 Comp asssembly : 0.00 Mon Apr 1 14:20:52 2002 Family # : 107 Top Pitch : 4/12 15 -4 -5 19 -0 4 -10 -3 3 -7 -11 19 -0 8 -5 -14 4x5 4 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2 19 SP BOT CHORD:2X4 No.2 19 SP WEBS :2X4 No.3 19 SP SPACING:24.0 in o.c. NO. OF MEMBERS = 1 2x4 6 3x4 R. HL TO PK :3 -10 -1 RISE:5 -5 -6 RIGHT HEIGHT:4 -2 -13 RIGHT END VERTICAL IS EXPOSED. TRUSS CHECKED FOR 155 M.P.H WIND, ENCL.BLDG.,WALL HGT. 10 FT,BLDG. CAT. I,EXP. CAT. C,NON -GABLE ZONE, 10(5 +5) PSF DL (ASCE7-98). PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /T -9 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONS ARCHITECT R GINEER. 4 -1 - = = =« «ACES - 2000 »» Hand cut »» : 13.92 Comp cut • 6.13 Customer : ARCO.CONST.KNIGHT.ADD. Project #: 2A80 Truss ID Span : 18 -0 Quantity = = Bld(10/8/2001),v2.0 FORCES - GRAVITY LOADS 1 -2 =-203 7 -8= 498 3- 1 = -1734 2 -3= 0 8 -1= 1596 3- 8 = -408 3- 4 = -1282 4- 5 = -1282 5 -6= 0 6- 7 = -194 PROVIDE FOR 495 LBS UPLIFT AT JOINT 1 (0.51) PROVIDE FOR 482 LBS UPLIFT AT JOINT 7 (0.48) PROVIDE FOR 339 LBS HORIZ. REACTION AT JOINT 1 (SYMMETRIC PLATING TURNED ON) TOP CHORD SPLICES:4 -5 =3x4; BOTT CHORD SPLICES:7 -8 =3x4; 6x10 LOADING (PSF) L D TOP 30 15 BOTT 0 10 4 -7 -15 4 -7 -15 4- 8 = -436 5 -8= 1049 5-7 = -886 9 -6 -2 9 -6 -2 [ 00002548 ] Hand jig »» : 18.49 9 -6 -2 4 -10 -3 L. HL TO PK:15 -1 -10 LEFT HEIGHT:0 -7 -15 SPAN:18 -0 STR.INC.: LUMB = 1.33 PLATE = 1.33 : T2B : 2 REACTIONS - SIZE 1 = -974 7.25 7 = -1011 7.25 3x8 MAX STRESSES TOP 4 -5 =0.534 BOTT 8 -1 =0.598 LL.DEFL. @8 =0.05 < L/360 « «BEST.TRUSS.CO. » » Hand assembly» » : 11.10 Comp asssembly : 0.00 Mon Apr 1 14:20:53 2002 Family # : 107 Top Pitch : 4/12 14 -4 -5 4 -10 -3 18 -0 8 -5 -14 4x5 5 SPACING:24.0 in o.c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 18 -0 3 -7 -11 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2 19 SP BOT CHORD:2X4 No.2 19 SP WEBS :2X4 No.3 19 SP 4 -1 -oz 0 -4 7 13x4 R. HL TO PK :3 -10 -1 RISE:5 -5 -6 RIGHT HEIGHT:4 -2 -13 RIGHT END VERTICAL IS EXPOSED,LEFT END VERTICAL IS NOT EXPOSED. TRUSS CHECKED FOR 155 M.P.H WIND, ENCL.BLDG.,WALL HGT. 10 FT,BLDG. CAT. I,EXP. CAT. C,NON -GABLE ZONE, 10(5 +5) PSF DL (ASCE7 -98). PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT Oj1 EN/INEER. = = =« «ACES - 2000 »» Hand cut »» : 8.33 Comp cut : 2.90 Customer : ARCO.CONST.KNIGHT.ADD. Project #: 2A80 Truss ID Span : 18 -8 Quantity _ = B1d(10/8/2001), FORCES - GRAVITY LOADS 1 -2 =-2062 6 -7= 495 2 -7 =-684 2 -3 =-1389 7 -1= 1953 3- 7 = -436 3- 4 = -1389 4 -7= 1199 4 -5= 0 4- 6 = -938 5- 6 = -144 PROVIDE FOR 523 LBS UPLIFT AT JOINT 1 (0.51) PROVIDE FOR 481 LBS UPLIFT AT JOINT 6 (0.47) PROVIDE FOR 369 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X= LEFTY= TOP):[j3= 3,3],(SYMMETRIC PLATING TURNED ON) BOTT CHORD SPLICES:6 -7 =3x4; 3x4 LOADING (PSF) L D TOP 30 15 BOTT 0 10 5 -7 -15 5 -7 -15 3x6 2X4 WEDGE 0 - 4 CANT. LEFT HEEL 10 -6 -2 10 -6 -2 [ 00002549 ] Hand jig »» : 12.24 2x4 2 L. HL TO PK:16 -2 -5 LEFT HEIGHT:0 -3 -15 SPAN:18 -8 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED 10 -6 -2 4 -10 -3 MAX STRESSES TOP 1 -2 =0.597 BOTT 7 -1 =0.697 LL.DEFL. @7 =0.06 < L/360 : T2A 1 REACTIONS - SIZE 1 = -1021 7.25 6 =-1021 2.50 5x6 3 3x8 « «BEST.TRUSS.CO. » » Hand assembly» » : 5.24 Comp asssembly : 0.00 Mon Apr 1 14:20:54 2002 Family Pi # itch : 4/12 15 -4 -5 4 -10 -3 18 -8 8 -1 -14 4x5 4 R. HL TO PK :3 -5 -13 RISE:5 -5 -6 RIGHT HEIGHT:4 -4 -2 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2 19 SP BOT CHORD:2X4 No.2 19 SP WEBS :2X4 No.3 19 SP SPACING:24.0 in o.c. NO. OF MEMBERS = 1 RIGHT END VERTICAL IS EXPOSED. TRUSS CHECKED FOR 155 M.P.H WIND, ENCL.BLDG.,WALL HGT. 10 FT,BLDG. CAT. I,EXP. CAT. C,NON -GABLE ZONE, 10(5 +5) PSF DL (ASCE7 -98). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TP -9 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULL. UQ ARCHITECT SSBC,ANSI/TP j�GINEER. 18 -8 3 -3 -11 4 -1- oz 2x4 6 3f4 = == ««ACES - 2000 »» Hand cut »» : 4.10 Com cut • 1.43 Customer : ARCO.CONST.KNIGHT.ADD. Project #: 2A80 Truss ID Span : 9 -10 Quantity = = Bld(10/8/2001),v2.0 FORCES - LOAD CASE #1 1- 2 = -6483 5 -6= 6110 2-7= 1937 2- 3 = -6110 6 -7= 6362 3- 7 = -275 3- 4 = -6110 7 -1= 6110 3- 6 = -275 4- 5 = -6483 4 -6= 1937 PROVIDE FOR 2443 LBS UPLIFT AT JOINT 1 (0.83) PROVIDE FOR 2443 LBS UPLIFT AT JOINT 5 (0.83) PROVIDE FOR 40 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X= LEFTY= TOP):[j4= 5,3],(SYMMETRIC 4x9 LOADING (PSF) L D TOP 30 15 BOTT 0 10 LOADING STRESS INCREASE LUMBER PLATE 1 1.33 1.33 2 -10 -8 2 -10 -8 2 -10 -8 2 -10 -8 [ 00002550 ] Hand jig »» : 6.03 4 -11 2 -0 -8 5x6 2 L. HL TO PK:3 -0 -6 LEFT HEIGHT:0 -3 -15 SPAN:9 -10 REPETITIVE STRESSES NOT USED PLATING TURNED ON) 8X14 3x4 3 6 -11 -8 4 -1 MAX STRESSES TOP 4 -5 =0.984 BOTT 6 -7 =0.883 LL.DEFL. @7 =0.11 < L/360 LOADING PANEL(PLF) / JOINTS(LBS) TYPE UNIFORM 1- 2= 90 2- 4= 110 4- 5= 90 CONCENTRATED 6= 133 7= 133 : HG1 : 1 REACTIONS - SIZE 1 = -2932 7.25 5 = -2932 7.25 6-11-8 2 -0 -8 « «BEST.TRUSS.CO. » » Hand assembly» » : 2.58 Comp asssembly : 0.00 Mon MoniApr# 1 14:20:56 2002 Top Pitch : 4/12 7x10 4 8X14 9 -10 2 -10 -8 9 -10 2 -10 -8 R. HL TO PK :3 -0 -6 RISE:1 -3 -7 RIGHT HEIGHT:0 -3 -15 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2 19 SP BOT CHORD:2X6 SS 19 SP WEBS :2X4 No.3 19 SP SPACING: 24.0 in o.c NO. OF MEMBERS = 1 5- 6= 506 6- 7= 510 7- 1= 506 4 -1 -oz 4x9 TRUSS CHECKED FOR 155 M.P.H WIND, ENCL.BLDG.,WALL HGT. 10 FT,BLDG. CAT. I,EXP. CAT. C,NON -GABLE ZONE, 10(5 +5) PSF DL (ASCE7 -98). PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TP THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSU ARCHITECT R GINEER. = = =« «ACES - 2000 »» [ 00002551 ] Hand cut »» : 1.91 Hand jig »» : 2.53 Comp cut • 0.84 Customer : ARCO.CONST.KNIGHT.ADD. Project #: 2A80 Truss ID : CJ3 Span : 4 -0 -1 Quantity : 2 _ = B1d(10/8/2001),v2.0 FORCES - LOAD CASE #1 1 -2= 0 3 -1= 0 2 -3= 0 PROVIDE FOR 181 LBS UPLIFT AT JOINT 1 (1.74) PROVIDE FOR 219 LBS UPLIFT AT JOINT 2 (2.57) PROVIDE FOR 74 LBS HORIZ. REACTION AT JOINT 1 (SYMMETRIC PLATING TURNED ON) L. HL TO PK:4 -1 -6 LEFT HEIGHT:0 -3 -15 LOADING (PSF) L D TOP 30 15 BOTT 0 10 0 -5 -11 CANT. LEFT HEEL LOADING STRESS INCREASE LOADING LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM 3x4 REPETITIVE STRESSES NOT USED SPAN:4 -0 -1 MAX STRESSES TOP 1 -2 =0.157 BOTT 3 -1 =0.035 LL.DEFL. < L/360 PANEL(PLF) / JOINTS(LBS) 1- 2= 47 3- 1= 11 REACTIONS - SIZE - 1 = -104 7.25 3 = -19 2.50 2 = -85 1.50 4 -0 -1 4 -0 -1 4 -0 -1 4 -0 -1 « « BEST.TRUSS.CO. » » Hand assembly» » : 1.52 Comp asssembly : 0.00 Mon Apr 1 14:20:56 2002 Family # : 205 Top Pitch : 2.828/12 3 RISE:1 -3 -4 RIGHT HEIGHT:1 -3 -4 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2 19 SP BOT CHORD:2X4 No.2 19 SP WEBS :2X4 No.3 19 SP SPACING: 24.0 in o.c NO. OF MEMBERS = 1 TRUSS CHECKED FOR 155 M.P.H WIND, ENCL.BLDG.,WALL HGT. 10 FT,BLDG. CAT. I,EXP. CAT. C,NON -GABLE ZONE, 10(5 +5) PSF DL (ASCE7-98). PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT qt ENGINEER. 4 -1 - oz = = =« «ACES -2000» » [ 00002552 ] Hand cut »» : 2.29 Hand jig »» : 2.62 Comp cut • 1.01 Customer : ARCO.CONST.KNIGHT.ADD. Project #: 2A80 Truss ID : J29 Span : 2 -10 -8 Quantity : 3 = = Bld(10/8/2001),v2.0 FORCES - GRAVITY LOADS 1 -2= 0 3 -1= 0 2-3= 0 PROVIDE FOR 69 LBS UPLIFT AT JOINT 1 (0.46) PROVIDE FOR 108 LBS UPLIFT AT JOINT 2 (0.87) PROVIDE FOR 74 LBS HORIZ. REACTION AT JOINT 1 (SYMMETRIC PLATING TURNED ON) LOADING (PSF) L D TOP 30 15 BOTT 0 10 0 -4 CANT. LEFT HEEL 3x4 1 L. HL TO PK:3 -0 -6 LEFT HEIGHT:0 -3 -15 SPAN:2 -10 -8 MAX STRESSES TOP 1 -2 =0.124 BOTT 3 -1 =0.028 LL.DEFL. < L/360 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED REACTIONS - SIZE 1 = -152 7.25 3 = -28 2.50 2 = -125 1.50 2 -10 -8 2 -10 -8 2 -10 -8 2 -10 -8 « « BEST.TRUSS.CO. » » Hand assembly» >: 1.82 Comp asssembly : 0.00 MoniApr# 1 14:20:57 2002 Top Pitch : 4/12 3x6 2X4 WEDGE 3 RISE:1 -3 -7 RIGHT HEIGHT:1 -3 -7 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2 19 SP BOT CHORD:2X4 No.2 19 SP WEBS :2X4 No.3 19 SP SPACING:24.0 in o.c. NO. OF MEMBERS = .1 TRUSS CHECKED FOR 155 M.P.H WIND, ENCL.BLDG.,WALL HGT. 10 FT,BLDG. CAT. 1,EXP. CAT. C,NON -GABLE ZONE, 10(5 +5) PSF DL (ASCE7 -98). PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. 1-6, 4-1-0A = = =« «ACES -2000» » [ 00002553 ] Hand cut »» : 1.91 Hand jig »» : 2.03 Comp cut : 0.84 Customer : ARCO.CONST.KNIGHT.ADD. Project #: 2A80 Truss ID Span : 1 -0 Quantity _ = Bld(10/8/2001),v2.0 FORCES - GRAVITY LOADS 1 -2= 0 3 -1= 0 2 -3= 0 PROVIDE FOR 22 LBS UPLIFT AT JOINT 1 (0.45) PROVIDE FOR 35 LBS UPLIFT AT JOINT 2 (0.88) PROVIDE FOR 24 LBS HORIZ. REACTION AT JOINT 1 (SYMMETRIC PLATING TURNED ON) L. HL TO PK:1 -0 -10 LEFT HEIGHT:0 -3 -15 LOADING (PSF) L D TOP 30 15 BOTT 0 10 0 -4 CANT. LEFT HEEL SPAN:1 -0 MAX STRESSES TOP 1 -2 =0.009 BOTT 3 -1 =0.002 LL.DEFL. < L/360 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED 1 1 -0 1 1 -0 3x4 : J1 4 REACTIONS - SIZE 1 = -49 7.25 3 =-9 2.50 2 = -40 1.50 1 1 -0 1 -0 « «BEST.TRUSS.CO. » » Hand assembly» » : 1.52 Comp asssembly : 0.00 Mon Apr 1 14:20:57 2002 Family # : 205 Top Pitch : 4/12 3x6 2X4 WEDGE RISE:0 -7 -15 RIGHT HEIGHT:0 -7 -15 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2 19 SP BOT CHORD:2X4 No.2 19 SP WEBS :2X4 No.3 19 SP SPACING:24.0 in o.c. NO. OF MEMBERS = .1 TRUSS CHECKED FOR 155 M.P.H WIND, ENCL.BLDG.,WALL HGT. 10 FT,BLDG. CAT. I,EXP. CAT. C,NON -GABLE ZONE, 10(5 +5) PSF DL (ASCE7 -98). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. 4-1- oa = = =« «ACES -2000» » [ 00002554 ] Hand cut »» : 7.84 Hand jig »» : 11.53 Com cut • 2.73 Customer : ARCO.CONST.KNIGHT.ADD. Project #: 2A80 Truss ID : FV1 Span : 28 -2 Quantity : 1 ==131c1(10/8/2001),v2.0 NOTES: ( 1 -Gable studs spaced at 72 inches o.c. 2 -Brace vertical studs in accordance with standard gable end detail 3 - Continuous bearing provided along entire bottom chord - Provide 1X4 plates at each end of gable stud unless otherwise noted (SYMMETRIC PLATING TURNED ON) TOP CHORD SPLICES:3-4= 3x6;4 -5 =5x6; BOTT CHORD SPLICES:7 -8= 3x6;8-9 =5x6; 3 -9 -15 3 -9 -15 3x6 I , f 9 3 -9 -15 3 -9 -15 L. HL TO PK:4 -0 -7 LEFT HEIGHT:0 -0 SPAN:28 -2 LOADING (PSF) L D TOP 30 15 BOTT 0 10 11 -11 -14 20 -0 -1 28 -2 8 -1 -15 8 -0 -3 8 -1 -15 4X5 2 3 4 11 -11 -14 8 -1 -15 8 « «BEST.TRUSS.CO. » » Hand assembly» » : 4.94 Comp asssembly : 0.00 Mon MoniApr# 1 14:20:58 2002 Top Pitch : 4/12 7 20 -0 -1 28 -2 8 -0 -3 8 -1 -15 MAX STRESSES MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2 19 SP BOT CHORD:2X4 No.2 19 SP LL.DEFL. @0 =0.00 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUME = 1.33 PLATE = 1.33 SPACING:24.0 in o.c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 0 3x4 5 6 3X6 RISE:1 -3 -5 RIGHT HEIGHT:1 - - TRUSS CHECKED FOR 155 M.P.H WIND, ENCL.BLDG.,WALL HGT. 10 FT,BLDG. CAT. I,EXP. CAT. C,NON-GABLE ZONE, 10(5 +5) PSF DL (ASCE7-98). PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. = = =« «ACES -2000» » [ 00002555 ] Hand cut »» : 8.57 Hand jig »» : 12.59 Comp cut • 2.98 Customer : ARCO.CONST.KNIGHT.ADD. Project #: 2A80 Truss ID Span : 28 -2 Quantity _ = Bld(10/8/2001) NOTES: - Gable studs spaced at 72 inches o.c. - Brace vertical studs in accordance with standard gable end detail - Continuous bearing provided along entire bottom chord - Provide 1X4 plates at each end of gable stud unless otherwise noted (SYMMETRIC PLATING TURNED ON) TOP CHORD SPLICES:3 -4 =3x6; BOTT CHORD SPLICES:8-9 =3x6; 1 4x5 1 1 6 -2 6 -2 6 -2 6 -2 L. HL TO PK:6 -6 LEFT HEIGHT:0 -5 -10 LOADING (PSF) L D TOP 30 15 BOTT 0 10 1 4X5 2 9 1 13 -6 -9 7 -4 -9 13 -6 -9 7 -4 -9 SPAN:28 -2 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED 1 3 8 1 : FV2 1 « «BEST.TRUSS.CO. » » Hand assembly» » : 5.40 Comp asssembly : 0.00 Mon MoniApr# 1 14:20:59 2002 Top Pitch : 4/12 20 -9 -7 1 28 -2 7 -2 -13 7 -4 -9 III 4 3x4 5 3)18 20 -9 -7 1 28 -2 7 -2 -13 7 -4 -9 I 6 3X6 RISE:2 -6 -5 RIGHT HEIGHT:2 -6 -5 MAX STRESSES MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2 19 SP BOT CHORD:2X4 No.2 19 SP LL.DEFL. @0 =0.00 < L/360 WEBS :2X4 No.3 19 SP SPACING:24.0 in o.c. NO. OF MEMBERS = 1 TRUSS CHECKED FOR 155 M.P.H WIND, ENCL.BLDG.,WALL HGT. 10 FT,BLDG. CAT. I,EXP. CAT. C,NON -GABLE ZONE, 10(5 +5) PSF DL (ASCE7-98). PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. = == ««ACES - 2000 »» Hand cut »» : 10.26 Comp cut : 3.57 Customer : ARCO.CONST.KNIGHT.ADD. Project #: 2A80 Truss ID Span : 28 -2 Quantity = = Bld(10/8/2001),v2.0 1 -Gable studs spaced at 72 inches o.c. 2 -Brace vertical studs in accordance with standard gable end detail 3 - Continuous bearing provided along entire bottom chord 4 - Provide 1X4 lates at each end of gable stud unless otherwise noted 5, -Truss to be fully sheathed from one face, or securely braced against lateral movement (i.e. diagonal web) (SYMMETRIC PLATING TURNED ON) TOP CHORD SPLICES:3 -4 =3x6; BOTT CHORD SPLICES:6-7= 5x6;8 -9 =5x6; 3X4 2 3x6 LOADING (PSF) L D TOP 30 15 BOTT 0 10 8 -0 -8 8 -0 -8 8 -0 -8 8 -0 -8 [ 00002556 ] Hand jig »» : 15.07 4X5 3 8 L. HL TO PK:8 -5 -12 LEFT HEIGHT:1 -1 -2 SPAN:28 -2 18 -1 -4 10 -0 -12 18 -1 -4 10 -0 -12 : FV3 : 1 4 7 28 -2 10 -0 -12 8 8 0 D 28 -2 10 -0 -12 RISE:3 -9 -5 RIGHT HEIGHT:3 -9 -5 MAX STRESSES MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2 19 SP BOT CHORD:2X4 No.2 19 SP LL.DEFL. @0 =0.00 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING:24.0 in o.c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 « «BEST. TRUSS. CO. » » Hand assembly» » : 6.46 Comp asssembly : 0.00 Mon MoniApr# 1 14:21:00 2002 Top Pitch : 4/12 4 -1• oz 3x 4 5 6 3X6 TRUSS CHECKED FOR 155 M.P.H WIND, ENCL.BLDG.,WALL HGT. 10 FT,BLDG. CAT. 1,EXP. CAT. C,NON -GABLE ZONE, 10(5 +5) PSF DL (ASCE7 -98). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. = = =« «ACES -2000» » [ 00002557 ] « « BEST.TRUSS.CO. » » Hand cut» » : 1.09 Hand jig » » : 1.60 Hand assembly» » : 0.68 Comp cut • 0.38 Comp asssembly : 0.00 Customer : ARCO.CONST.KNIGHT.ADD. Mon Apr 1 14:21:01 2002 Project #: 2A80 Truss ID : V4 Family # : 101 Span : 4 -0 Quantity : 1 Top Pitch : 4/12 _ = B1d(10/8/2001),v2.0 NOTES: 1 -Gable studs spaced at 72 inches o.c. 2 -Brace vertical studs in accordance with standard gable end detail 3 - Continuous bearing provided along entire bottom chord 4 - Provide 1X4 plates at each end of gable stud unless otherwise noted (SYMMETRIC PLATING TURNED ON) LEFT HEIGHT:0 -0 SPAN:4 -0 2 -0 2 -0 3x4 4X5 2 4 -0 2 -0 3X4 13 4 2 -0 4 -0 2 -0 2 -0 L. HL TO PK:2 -1 -5 R. HL TO PK :2 -1 -5 RISE:0 -8 RIGHT HEIGHT:0 -0 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CHORD:2X4 No.2 19 SP TOP 30 15 BOT CHORD:2X4 No.2 19 SP BOTT 0 10 LL.DEFL. @0 =0.00 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING:24.0 in o.c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 155 M.P.H WIND, ENCL.BLDG.,WALL HGT. 10 FT,BLDG. CAT. I,EXP. CAT. C,NON-GABLE ZONE, 10(5 +5) PSF DL (ASCE7-98). PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. = = =« «BRACING LIST »» Customer : ARCO.CONST.KNIGHT.ADD. Project # : 2A80 _ = Bld(10/8/2001),v2.0 TRUSS ID WEB BRACING SCHEDULE S2 S2A S2B @ 1/2 PTS: 3 -9, @ 1/2 PTS: 3 -9, @ 1/2 PTS: 4 -10, « « BEST.TRUSS.CO. » »___ Date : 4 -1 -2002 Page : 1 / 1 s-a, V 4-1,- oz . This safety alert symbol is used to attract your A attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. A CAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB - 91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES° It is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiorto the project Architect's or Engineer's design specification for handling, installing and bracing wood trussesfor a particular roof orfloor. These recommendations are based upon the collective experience of leading technical CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is ad- A vised to obtain and read the entire booklet "Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB -91• from the Truss Plate Institute. Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. A WARNING: Do not break banding until installa- tion begins or lift bundled trusses by the bands. A WARNING: Do not use damaged trusses. TRUSS STORAGE CAUTION: Trusses should not A be unloaded on rough terrain or uneven surfaces which could cause damage to the truss. Frame 1 DANGER: A DANGER designates a condition A where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. A WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal Injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel inthe wood truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections A should be made with minimum of 2 -16d nails. All trusses assumed 2' on- center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. iw , 1111111w, Trusses stored vertically should be braced to prevent toppling or tipping. A DANGER: Do not store bundles upright unless properly braced. A DANGER: Walking on ' trusses which are lying flat is extremely dangerous and should be strictly prohibited. A WARNING: Do not attach cables, chains, or hooks to the web members. Tag Line or less nd brace (EB F I Approximately 1/2 truss length Less than or equal to 60' or less I I Approximately 1 /2 truss length Truss spans Tess than 30'. Approximately 1 /2 to % truss len • th Spreader Bar The In 11111110 PO I \I \II /III/IIPIM Toe In Tag Line Tag Line 1111 Approximately 1 /2 to %truss len • th Spreader Bar Toe In 1 a< truss of br group of tru Less than or equal to 60' Toe In Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Ground brace ertical (GBv) 1st floor Tag Line GROUND BRACING BUILDING INTERIOR Ground br diagonals (GBD) Note: 2n• floor system shall have adequate capacity to support ground braces.. 2nd floor MECHANICAL viiINSTALLATIOU'' CAUTION: Ground bracing required for all installations. Frame 2 A WARNING: Do not lift single trusses with spans greater than 30' by the peak. Backup ground - stake Tag Line At or above mid- height Tag Line Driven ground stakes k Approximately 1/2 to 3 /4 truss length / Strongback/ SpreaderBar Strongback/ SpreaderBar 1. k Approximately i to 3/4 truss length ' Greater than 60' A CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB -89, and in some cases determine that a wider spacing is possible. A GROUND BRACING: BUILDING EXTERIOR brace diagonals (GBD) Greater than 60' A Typical vertical attachment Strut (ST) 10' 10' Plan Typical horizontal tie member with mukiple stakes (I11) End Wall Sid Gr ou \ brace truss of bn latera (Lew,)' g roup oftrues4 End brace (EB) Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Up to 28' Over 28' - 42' Over 42' - 60' Over 60' TOP: CHORD MINIMUM TOP CHORD DIAGONALBRACE PITCH LATERAL.BRACE SPACING (DBS) DIFFERENCE SPACING(LBS) [# trusses] 2.5 3.0 3.0 7' 6' 5' SP /DF 17 9 5 :. ;SPF /HF 12 6 3 See a registered professional engineer SPAN DF - Douglas Fr-Larch HF - Hem -Fir Continuous Top Chord Lateral Brace Required 12 SP - Southern Pine SPF - Spruce- Pine -Fir •e 4 or greater All lateral braces lapped at (east 2 trusses. 2e- or /e 12 '11.1PAp ‘0 AOIAIMP4 wpr ir r e WAIIP : 111. 4 r , Frame 3 Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM PITCH: 4/12 4/12 4/12 TOP CHORD • LATERAL BRACE SPACING(LB8) 8 ' 6' 5' TOP CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] SP /DF 20 10 6 SPF /HF 15 7 4 See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. P' SP - Southern Pine SPF - Spruce- Pine -Fir Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required PITCHED.TRUSS . ;) Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. SCISSORS TRUSS 12 - I 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM PITCH 4/12 4/12 4/12 BOTTOM 'CHORD LATERAL BRACE SPACING(LBS) 15' 15' 15' BOTTOM CHORD DIAGONAL BRACE SPACING (DBs) [# trusses] SP /DF 20 10 6 SPF /HF 15 7 4 See a registered professional engineer DF HF - Douglas Fir -Larch - Hem -Fir SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at least 2 trusses. I BOTTOM CHORD PLANE A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. WEB: MEMBER PLANE �— Permanent continuous lateral bracing as specified by the truss engineering. Frame 4 Cross bracing repeated at each end of the building and at 20' intervals. SPAN Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM DEPTH 30" 42" 48" TOP CHORD LATERAL BRACE SPACING(LB 8 ' 6 ' 5 ' TOP CHORD DIAGONAL BRACE SPACING (DBS) { #trusses] SP /DF' 16 6 4 SPF /HF 10 4 2 See a registered professional engineer 1 The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least two trusses. Continuous Top Chord Lateral Brace Required Attachment Required 10' or Greater DF - Douglas Fir -Larch SP - Southern Pine HF • Hem -Fir SPF - Spruce- Pine -Fir 9 A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. 4x2 PARALLEL CHORD TRUSS:TOP CHORD End diagonals are essential for stability and must be duplicated on both ends of the truss system. All lateral braces lapped at least two trusses. Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 1y End diagonals are essential for stability and must be duplicated on - both ends of the truss system. Frame 5 2x4/2x6 PARALLEL' "CHORD TRUSS Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 3p'038 r5 Tr Us Ses tai 2 , Continuous Top Chord Lateral Brace Required Attachment Required 10' or Greater >G )30'or greater 31 /z° Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. L(In) L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' L(in) L/200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' Up to 24' Over 24' - 42' Over 42' - 54' Over 54' MINIMUM PITCH 3/12 3/12 3/12 TOP CHORD LATERAL BRACE 8' 7 ' 6 ' TOP CHORD DIAGONAL BRACE SPACING (0B5) SP/DF;; 17 10 6 SPF/HF'.. 12 6 4 See a registered professional engineer DF - Douglas Fir-Larch HF - Hem-Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. MONO TRUSS SP - Southern Pine SPF - Spruce-Pine-Fir A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Maximum Misplacement PLUMB Truss Depth D(in) -± ' Lesser of D/50 or 2" Plumb Line Continuous Top Chord Lateral Brace Required 10° or Greater !q•D(in) 12" 24" 36" 48" 60" 72" 84" 96" 108" D/50 1/4" 1/2" 3' 4' 3/4" 1" 1-1/4" 1-1/2" 1-3/4" 2 " 2 " 1' 2 ' 5' 6' 7' 8' 9' OUT-OF-PLUMB INSTALLATION TOLERANCES. A WARNING: Do not cut trusses. INSTALLATION TOLERANCES 1 -±YX 1 ± Frame 6 L(in) ... .. ... ................... .... 12 — 1 3 or greater er, Length L(in) Lesser of L/200 or 2" OUT-OF-PLANE INSTALLATION TOLERANCES. All lateral braces lapped at least 2 trusses. BOW ......................... ........................... ........ • • .... ....... • • ... ................... L(in) Lesser of L/200 or 2" A DANGER: Under no circumstances should construction loads of any description be placed on unbraced trusses. PR(MUCT CONTROL NOTICE OF ACCEPTANCE United Steel Products •Company 703 .Rogers Drive (P. O. Box.80) Montgomery ,Mr 56069 Your application for Notice of Acceptance (NOA) of LISP Lumber Connectors: Wood Connectors. tinder Chapter 8 of the Code of Miami-Dade .County governing the use of Alternate Materials and Types of Construction, and completcly described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below.. BCCO reserves the right to secure this product or material at any time from a.jobsitc or manufacturer's plant for quality control testing. If this product or material .fails to perform in the approved manner, BCCO may modify, or suspend: the use of such product or material immediately. BCCO reserves the right to' revoke this approval, if it is determined by L3CCO that- this product or material fails to meet the requirements of the South Florida Building Code. The expense:ofsuch testing will be incurred.by the - manufacturer. ACCEPTANCE NU:: 06-1 128:02. EXPIRI S.: 12/0212 002 TIM IS THE COVER.SUEET SEF ADDITIONAL, PAGES FOR:SI't CIFIC AND GENERAL cO \1)lTlON ;S 1 UU.DING.CODE.& PitO»UCT.RF.YIEW C'ot 1 rrrEE This application for Product Approval has been reviewed by the BCCO and approved: by the Building Code and Product Review Committee to be uscd.in Miami.Dade County. Florida under the conditions set forth above. APPROVED: 02/15/2001 V ;3045000 I I000V•tenViitelMOtiCe )cc pwnc. C ner p4� t MIAMI -DA E.COt1NTY, FLORIDA h4ETRQ -DARE FLAGLER SUILDtNG BP 'LIMO CODE COIIFLIANCE OFFICE NICtRO•f2.1t)t; FLAGLER UUILO1 \G. 140 WEST FI.A0..1:R STREET. SCIT€s 160) Xt IAM!. 1 1365) 375 -3901 FAX 1303)375 -2905 CONTRACTOR LICENSING SECTION' .()051375 -25 FAX 005) 375 -2533 CONTRACTOR EN FORCE: %1E: %•T DI1'tSUt)N (305)375 %29661•;1X:4305) 373.290:1 PRODUCT CONTROL t))ViSiON (305) 37 5 _202 FAN' (305) 372.5319 Raul Rodriguez Chief Product Control Division Francisco J, Quintana. R.A. Director Miami -Dade ounty 81) ilciiitg Code Compliance Orrice United Steel Products Company. ACCEPTANCE NO: 00- 11 At't'ROVED: FEB 1 5 2 °DI EXPIRES: 12/02/2002 NQTIKE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises the Notice of Acceptance No, 99. 0916.1)4 which was.issued cur 12/0211999. It approves wood connectors; asdescribe• in Section 2 of this Notice of Acceptance, designed to comply with the South Florida. -Co luildingdc (SFIIC). 1991 . Edition for M -Dade County. For the locations where the actual bads as determined by SFBC Chapter 23, do not exceed the design Toad indicated in the approved .drawings. 2. PRODUCT DESCRIPTION 2.1 The. United Steel Wood Connectors sItall'bl: f:tbricatetl and used in strict complian;:c with the following documents: Drawing 4o. 1111(11.1S /111A/71114, street 1 of 1, titled — Wood Connectors "% prepared by United Steel Products Company. dated I 1 /07 /01) with no revisions. The drawings =sha11 bear the Miani i -Facie County Product.Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -bade Product Control Division. These documents shalf.hcrcin;tftcr be rc(erred to.as the approved drawings. 3. LIMITATIONS 3.1. Allowable loads arc for Southern .Pine .or better with a specific gravity:of 0:55 and moisture content of 19% or Tess. 3.2 Allowable loads are based on testing per :\.STM D1761 and e:ttt:ul,etions. per National. sign .Specifications for Wood Ccinstructiort 1991 Edition ACC. 1993 Errata_ 4. INSTALLATION. 4.1 The wood connectors shall be instilled - in : strict cornpliattee with the approved drawings. 5. LABELING 5.1 Each wood connector shall bear a permanent label with the tn;ttItrfictttrcr's name or logo, city, state and the following.statentcut: "iianti - Dade County Product Control Approved ". F_►. 111,1ILDING PERMIT 6.1 Application for Building Permit shall be accompanied by copies ofthc.following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate eopiesofthe approved drawings as identified in Section 2 ofthis Notice or Acceptanm . clearly marked to show the hangers and angles selc tcd for the proposed installation: 6.1,3 Any other document required by the Building Official or the SFFOC in-order to properly evaluate the installation of These products. C.tndido lFont. P1. Sr. Preiduct:Control Examiner Product Control Division United Stet Products Company. ACCEPTANCE NO.: 00- 112$.02 AI't'ROVEU: FEB 1 5 2001 EXPIRES: 12/02124)02 NOTICE (W ACCEPTANCE.STANf)Al21). CONDITIONS 1. Renewal of this Acceptance (approval)Shall be considered.after.a renewal application has been (iced and the.orn;tttal submitted documentation, including testsupporting data. engineering documents. are no older than eight (8) years. 2. Any and all approved products.shall be permanently labeled with the manufacturer's name. t ity,.state: and the fcillowing statement: "Miami -Dade County Product Approved ",.or as spec itically stated in the specific. conditions of this.Acceptance. 3. Renewals of Acceptance will not be considered if: a) 'there has been a change in the South-Florida Building Code the evaluation of this product and the is not in compliance with thc-code.cbanges; b) The product is no langerthe, same product. (identical) as the one originally approved: c) If the Acceptance holder has iinfcomplied with all the requirements of this accc_ ptancc, including the correct installation of the product: d) 'Dye engineer-who-originally prepared, signed and scaled the required docutnentation initially submitted is no longer practicing..the engineering-profession.. 4. Any revision or.ehangc :materials. use..and/or. manly facturcof he product:or process shall •automatically be cause for termination• oftlii::is Acceptance,. unless print written approval has been requested (througlt the. filing of revision application with appropriate fee) and granted:by..this office, 5. Any of the folludsing.shall also be .grounds. for removal .of this Acceptance: a) Unsatisfactory performance ofthis:l roduct or process. h) .Misuse of Mitt Acceptance-as an endorsement of any product, for sales, advertising or any othcrpdtrposc. 6. 'file Notice of Acceptance number preceded by the words Mliatni Dade County; Florida, and followed by the expiration date maybe disPlayed in advertising .literature: if-any-portion of the Notice of Acceptance is displayed, then n shall be done in its. entirety. 7. A .-copy of this. Acceptance as weft as approved drawings and other .documents; Where. it applies..shall bc.provided to the riser bv.the manti fact.ureror its distributors.andsilall be available for inspection at'the job site ai.atl trine. The engineernccd not reseal the copies. 8; Failure comply with any section oft his:Acccptance be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page r, 3 - C .andidcr hont, PE, Sr. Product. Control Examiner Product Control•Division END ()PENIS ACCEPTANCE Prod/c1 Code 44a1ert11 Thickness 4041 Wi dth Dimension* Fastener Design loath Ps) Girder/ Header Nails Truss/ Joist Nails N°"^41 100% DOD 133% W H A J8A.29 1896 1.12• 1 -5 10 6' (18) 16d (61100 2114 892 JHA 213 .1896 1.12' 1.5 13-12' 6' fig) 164 (6)104 2114 842 JF(A 218 1696 1.12' 1.5/8' 17 -1/4' 6' (24) 16d (6)16d 2125 881 JHA2.2 t3 1895 3' 3.1/8' 12.172' 53/19' (18) 166 (6)100 3105 1216 .A-la 2.218 16 got 3' 3.1/8' 16.1/2' 5 -3 (24) 164 (6)161 3650 1142 JHA4t3 18 3.12' .3.518' 12.1/4' 54/16' (18) 16d (6)104 3105 1216 J14A 418 16 95 - 3-1R' 3.5/8' 16.1/4' 5-1/16' (24) 166 (6)164 3850 1142 /116 424. 16 gs 3.12' 3/5/6' 22' 5.1 /16' (30) led (6)160 3650 1142 Product Material Joist OlmensIons Fasteners Design loads (Ibs) GlrOer/ Header Trus6/ .101.1 No.mat 100% W Code Thickness Width 3' Gader/ Truss/ Harms) Uplift 4328 minus 26.2 i9 gouge W H Header Jelet 100% 133% TUH 26 10 95u90 1.12' 14/16' 5-5/16' (16) 16d (8) 164 3042 1350 7111120 16 .96941 1•){ 1.9//16' 7.1/16' (22) 16d (10) 16d 3314 1906 TUH.26.2 1690 s 3 3.118' 5.1/4' (16) 160 (8) 164 3042 1350 TU)1 28.2 16 plug, 3' 3- 1/5' r (22) 160 (10) 16d 3650 1908 Peodu l Code Mslerlal Thickne►s .0111 1910th Dimm Bien 4 Fasteners Dedget 1 GlrOer/ Header Trus6/ .101.1 No.mat 100% W H 141101/S 264 129359. 3' 3-111' 5.1/4" (20) 164 1e) 160 4328 minus 26.2 i9 gouge 3' 3.39' 7.114' (361 1 64 (10) 164 6707 84840U5 210.2 12 geuge 3' 339' 9.114' 1461 164 (12) 164) 8474 114HGUS26.3 129awge 4.72' 5.1/6' 5374" 1701 1 G/1 (8)'M 4028 H(4011S26.3 12 gauge 4.112' 5. i+9' 7' (36) 164 (10) 164 6707 HHIG1J$ 210.3 12 pug* 4. 1/2' 5.1/6' _ 9` (46) 16d (17) 164 6474 )04GUS 625-10 1 Pule 54114' 5414' 9' ( 1 ) 1 •' 64 r4 1414GUS S 25.12 12 98196 5.1 /4' 5.144' 11' (56) 166 (14) 164 9242 HHGUS 5.5.10 12 gouge 1 )173/ 5.1/2' 0' (46) 164 (12) 104 6 HHGUS 2.512 1296194 Sur s-t# • 11• (56) 16d 114) 100 924? 11GUSS.5.14 12 91)01 5.12' 5 -try 14' (66) 160 (t6) 164 966/3 HHGUS 46 12971/9* Si/2' 33/8' 5174• (20) 160 (8) 16d 4028 84840,15 12 pup) 3612' 3.515' 711/4' J383 164 (10) 160 6707 HHGUS 410 12 gauge 3.112' 3.518' 8.144' (46) 15 (12) 164 0474 84H004 412 12 gaup* 3-12' 3541' 11.1/4' (56) 164 (14)' 6742 14 4GUS 414 12 Ong," 3.12' 1519' 134/4' (66) 164 116) 100 6520 N. TRUSS /JOIST HANGERS, ADJUSTABLE 1B 6. 16 Ga. Galvanized Stee 1.10t04044641 Mir 85*Ma8 a awwown p*wa.44. of r. TRUSS /JOIST HANGERS, TUH -TYPE 16 Ga. Galvanized Steel +) 0.0r•4w.v14e n44r 5M4 Nr4 . +.y.++..un a. moan d r LoadSheeo Fastening System load Shore Fastening System catiFsimdiouS HEAVY GIRDER U- HANGER SERIES 12 Ge. Galvanized Steel + 1 cwrrw4er not► wr+.w . rr.+..�n•vrsv+ d r (1) Sleet shall =Norm 1Q ASTA4 A653. Structural Grade 33 U 0.N and a meemorn 9,tiveniied coaling 01G-60 (2) Fasteners 3/8 cannon wire nails, unless otherwise noted (3) AI: wa e. Up141 loads have boon Increased oy a dura=n of 33% be Wind load CnesShon. No Mown incenses aaoeeed. (4) Aloe/able Down toads hire ndt been /creased by SAO ton ddieson bad Wars 1 F, Load Sl.w. Fastening Sy; For office Use kt�iNti`ite : e SOUTit F I R L S ilUi[ II4 WE OdTF L. .:.a . /J- Loo/ ST /d4ra�'r .1101g1 a DIV,0il BUI(0)NG COOT COMPLIA)?CF U1R( ZCCFPI8XCr N0.00- United Steel Products 703 Rogers Drive Montgomery, MN 56069.1324 WOOD CONNECTORS Date: 11(07100 Drawing Name: HHCUS/JHATUH Sheet Number: 1 of 1 Thomas A. Xoidon Civil Number FL 8506439 STANDARD CABLE END DETAIL. WINO SPEED 120 MPH, MEAN WALL HEIGHT OF (PTO 25 FT. (W— 33 PSF., SHAPE FACTOR — L 1, TOTAL .WI} LOAD — 36.3 PSF, L/360 DEFLECTION CRITERIA. X REFER TO TABLE FOR MAX STUD LBIGTH. 4X4 2X4 TYP. 1 S.'W /LYV00D 9•EA714180 KALB, 70 CABLE DC ?BUSS i 2X4 I LO:CM V/ ed NAILS AT r OC AM0 Tv0 2(1 BLOC1aIC NAILED AOJAC9IT TRUSSES AT r OG V/ 218d NAILS EACH GG �_ :ice 1�>I• HAIL CUP AT 00TH F A X- BRAC)10 TO BE KMLE TO 2X4 BL0C1mC V/ 48d MILS ON EACH DC AT S e' OC MAX ALONG CABLE DG D Im TO r LEDGa1 V/ lad MALLS AT 1 . /t1� TIE 2XE LEDGER BOLTED TO TIE BEAN W/ 1/2' DLl BOLTS AT 4.1' OG . SPAN TO MATCH TRUSS. LOADING L (PSF) TOP 30 15- BOTTOM 0 18 SPACING! 24 Inch O.C. ` FlAt Q N1EL R� dt edNLSTOKRIGSTRIA 1X4 LEDGER KAL.ED TO TIE tEAM W/ CUT MACS AT 0' O G X- BRAGDC DETAIL. D(- BRACED REM AT 9 MAX ALONG GABLE) NOTE 1. THIS DRAWING IS FOR STANDARD GABLE END DETAIL AND CABLE END BRACING ONLY. WHICH REOUIRES APPROVAL FROM BUILDING ENGINEER OR ARCHITECT. 2 FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. MINIMUM GRADE OF LUMBER T.C. 2X4 No.2N0 19 SP TPI -92 Crit. B.C. 2X4 Na2N0 19 SP Webs 2X4 No.2N0 19 SP. SFBC-91 STR. INCR. 1 33. X DRAWN BY I JB CHECKED BY JAI REP. STRESS NO STUDS SSACD)G W/0 BRACE 1 2X4 L -BRACE 2(2X11 L- - BRACE I 2020) L -BRACE 16' 21• STUD MARL7IG ELOC>C DC. MAXIMUM VERTICAL STUDS HEIGHT. 33' 7-r NONE 6' -s 5'e• A 12 Q VARIES TO COMMON TRUSS L.e aLIN 244 BLOOOkfG, c o EJ = M1 MiTek Industries Inc 3X5 /•ii//,,, /,ilium,, /iii /)/ // // // /iii44 / ///7 /4, /,,i/ NOTE LATERAL. STABILITY OF THc BEARING WALL IS THE RESPONSIBILITY OF THE CONT. BEARING. BUILDING ENCD4EER OR ARCHITECT. • 3X6 SPL OPT. • • - VT PLYWOOD SICA7rCC NAILED TO GABLE Be TRUSS 1 211 BLCC= W/ id MILS AT 3' DC. AlO TWO ACACENT TRUSSES AT r DG 14,1 CLIP AT 80711 r-r wuc- -• LV3144CE N4I.® 70 VERT. STUD W/ Bd NAILS. 0 rOG NAILED BOTTOM V/ al MILS AT 12' TIE BEAK---... 241 LID:Bt BOLTED TO B �D r -B• T -r D 2x4: to aorTAL SCAB NAIED W+/ 286 NAILS A7 EA04 11.?=CTDiC ►641ER5 pq R,FXDO SUIT CR K at .0144/48.' 1X4 L ECCE?t NtLEO • TO TIE BEAM V/ OJT 1441-S Al D at C DETAL M=E TABLE ABOVE X- SRACSC IS SNOW BY DOTTED LL8 3. TRUSSES ADJACENT TO CABLE ENO MUST HAVE FLAT BOTTOM CHORD. 4. USE No.2N0 19 SP OR BETTER LUMBER • FOR ALL BRACING REOUIREMENT. 111B111® BT NEAR 0 4X2 BLOCCDC 71tR000M TWO TRUSSES. J eU N r_ Ir'sler .0- S . r Appr ' , dusTries Inc. MAXIMUM OUTLOOKERS EXTENSION. LUMBER WITH PLASTER WITHOUT PLASTER 2X1 2X6 2X1 2X8 No.2N0 19 SP 2-8 -3 3 -10-11 2-10 -13 1-2 -9 Na2 19 SP 2 -9 -15 1 -0 -11 3-0 -12 1 -4 -11 No.20 19 SP 3 -0 -2 1 -1 -7 ' 3 -3 -2 1 -8 -12 Na1ND 19 SP 3 -0-2 9 -5-6 3 -3 -2 1 -9 -11 Nat 19 SP 3-1 -11 4 -7 -15 3 -1 -13 5-0 -8 Na ID 19 SP 3 -3 -3 4-9 -10 • 3 -6 -7 5 -2-5 NO SS 39 SP 3 -7 -3 5 -6-12 3 -7 -3 5 -7 -11 SS 19 SP 3 -8 -1 5-9 -3 3 -8 -1 5 -9 -3 DSS 19 SP 3- 8-13 5-18 -7 3- 8-13 5-10 -7 STANDARD DROPPED GABLE END DETAIL. PREPARED e: nlwnl OFFICE. REFER 70 STANDARD GABLE END DETAIL FOR BRACING REOUIREPENTS ON VERTICAL STIRS. 1x 2x1 TYP. SEE TABLE BELOW -o -► I& RICAIE_ CU? 2X1 OUTLODKER 2X4 LATERAL BRACING AS RE END WALL 2X1 BLOCK TOE NA1LE0 10 TOP CHORD BY BUILDER. IT L3 I1I f Z 1T L. ALL VERTICAL STIRS ARE 2X1 SPACED AT 21' ON CENTER TYPICAL. TRUSSES SPACED AT 21 0.C. FURRING STRIP OR LATH CONT. BEARING 2X8 OUTLOOKER SEE TABLE BELOW 2X1 LATERAL BRACING AS REGD. EIC WALL- HORIZONTAL MEMBER AT 21 0.C. T -8' MAxfrUI LOWER OPENING DETAIL. VENT OPENING DETAIL. HU'n.RICAI4E CLIP c; 1'-0' TO 6' -0' 2X1 Not 19 SP AT 21' 0G -•--- -- FURRING STRIP OR LATH NOTE : 1. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO. Be PROVIDED BY PROJECT ENGINEER OR ARCHITECT. • 2. FURNISH :'DOPY OF THIS DRAWING TO . CONTRACTOR FOR INSTALLATION OF OUTLOOKERS. 3. REFER TO STANDARD GABLE END DETAIL FOR BRACING REOUIREMENTS OF VERTICAL STUDS. VENT OPENING AS REOUIREa TRUSSES SPACED AT 21' O.C. MINIMUM GRADE OF LUMBER T.C. 2X1 No.2ND 19 SP B.C. 2X1 No.2NO 19 SP Webs 2X1 No.3 19 SP LOADING . (PSF) L 0 OP 30 15 )TTOM 0 10 SPACING: 21 Inch 0.C. TPI -92 Crit. SSBC -91 STR. ]NCR.: 33 X DRAWN BY , JB CHECKED BY : JAI REP. STRESS: YES 0 0 U017 : 0 0 EvErnr) 'MITek Industries Inc. :. MINIMUM GRADE OF LUMBER T.C. 2x4 No. 2ND 19 SP B.C. 2X4 No. 2ND 19 SP Webs 2X4 No. 3 19 SP TPI -92 Crit. SSBC -91 Revised: 7/7/94 • tr % r . , „, , eI SUPPORTI TRUSSES µr. 1'v N ' 1 v VALLEY TRUSSES PARTIAL ROOF LAYOUT LOADING L (PSF) • TOP 30 45 BOTTOM 0 10 SPACING:24 In O.C. STANDARD RO" )F VALLEY DETAIL Supporting Truss 12 pitch 4 to 7 STR. INCR.: 33% DRAWN BY: P.G. CHECKED BY: J.A.I. REP. 'STRESS:YES AREA Valley trusses of 2' -0" o.c. max. 6" wedge nailed to truss w /2 -8d toe nails or bevel cut bottom chord of volley truss. 2x3 (typ) Strop 0 48" O.C. see note (c) below 3 MiTek Industries Inc. PREPARED BY MIAMI Of 4x4 S- VAL -A_I 5x6 spl. (typ) 3x6 spl. (typ) Supporting trusses at 2' -0" o.c. max NOTES: (a) Provide continuous bracing on verticols over 6' - ". Connect bracing to verticals w /2 -8d nails and bracing must be tied to a fixed point at each end. (b) Max. spacing for vertical studs= 8' -0" On trusses with spans over 24' -0" the vertical should be spaced at 6' -0" o.c. max. (c) Conn. for wind uplift w/ min. 1 1/4 ", 16 ga. twist strap at 4' -0" intervals w /4, 10d nails each side of strap. Max 100 mph wind speed, 15' -0" max wall height. Note: Plywood sheathing may be extended below valley trusses. Provide opening for straps to connect to trusses below. See note E ice. <<' • i. Approved for MiTek Industries Inc. Nailing Pattem T Brace Size Nail Size Nail Spacing 1x4 10d 8" o.c. 2x4 16d 8" o.c. Note: Nail along entire length of T Brace . (Each Ply) TRUSSES ® 24" O.C. TYP. END OF BRACING MEM. SHALL BE. CONNECTED TO A FIXED RIGID POINT OR X— BRACED AS NOTED ON THIS DETAIL. ALT. LATERAL BRACING DETAIL ll TRUSSES ® 24" 0.C. TYP. T BRACE SAME GRADE AS WEB LATERAL BRACING DETAIL NOTE: BRACE MUST BE 907. THE LENGTH OF THE WEB. THIS DETAIL IS TO BE USED AS AN ALTERNATE FOR CONTINUOUS LATERAL BRACING. 1x4 or 2x3 LATERAL BRACE PER TRUSS DESIGN WITH 2 -10d NAILS PER WEB FOR FORCES UP TO 4600 lbs. FORCES IN EXCESS OF 4600 lbs. REQUIRES 2x6 #3 OR BETTER. NOTE: PROVIDE X— BRACING AT 20' -0" INTERVALS FOR WEB FORCES UP TO 2509 lbs. AND AT 10' -0" FOR FORCE GREATER THAN 2509 lbs. MINIMUM GRADE OF LUMBER T.C. REFER TO SEPERATE B.C. ENGINEERING DWG. Webs LOADING L (PSF TOP � BOTTOM SPACING:24 In O.C. TPI -9 Crit. Revised: 2/6/97 STR. INCR.: DRAWN BY: G.L.H. CHECKED BY: J.A.I. REP. STRESS:YES STANDARD' LATERAL WEB BRACING c� 0 4 = 00 LIIJIS MiTek Industries Inc. PREPARED eY ICAYI MICE. S- uT -B.Dw \ :w . w F � - Approved" u tt trInC'I T -Brace Size # Of Truss Plys 1 1 2 Rows of Bracing Web Size 1 2 1 2 2x4 1x4 ' 2x4 4 2x4 ' 2x4 2x6 1x6 2x6 2x6 , 2x6 2x8 , 2x8 2x8 ' 2x8 2x8 TRUSSES ® 24" O.C. TYP. END OF BRACING MEM. SHALL BE. CONNECTED TO A FIXED RIGID POINT OR X— BRACED AS NOTED ON THIS DETAIL. ALT. LATERAL BRACING DETAIL ll TRUSSES ® 24" 0.C. TYP. T BRACE SAME GRADE AS WEB LATERAL BRACING DETAIL NOTE: BRACE MUST BE 907. THE LENGTH OF THE WEB. THIS DETAIL IS TO BE USED AS AN ALTERNATE FOR CONTINUOUS LATERAL BRACING. 1x4 or 2x3 LATERAL BRACE PER TRUSS DESIGN WITH 2 -10d NAILS PER WEB FOR FORCES UP TO 4600 lbs. FORCES IN EXCESS OF 4600 lbs. REQUIRES 2x6 #3 OR BETTER. NOTE: PROVIDE X— BRACING AT 20' -0" INTERVALS FOR WEB FORCES UP TO 2509 lbs. AND AT 10' -0" FOR FORCE GREATER THAN 2509 lbs. MINIMUM GRADE OF LUMBER T.C. REFER TO SEPERATE B.C. ENGINEERING DWG. Webs LOADING L (PSF TOP � BOTTOM SPACING:24 In O.C. TPI -9 Crit. Revised: 2/6/97 STR. INCR.: DRAWN BY: G.L.H. CHECKED BY: J.A.I. REP. STRESS:YES STANDARD' LATERAL WEB BRACING c� 0 4 = 00 LIIJIS MiTek Industries Inc. PREPARED eY ICAYI MICE. S- uT -B.Dw \ :w . w F � - Approved" u tt trInC'I Cemeral :Totes H. 1. All Work Shall Conform With The Souther Standard Building Code And All Other Applicable State And Local Regulations And Ordinances. 2. Contractor Shall Warrant All Work To Be Free Of Defects in Workmanship And Materials For A Period Of One Year After Acceptance Of The Project. 3. Provide All Necessary Instructions To The Owner In The Operation Of The Mechanical Systems. 4. Provide Equipment Maintenance And Instruction Manuals. Manuals To Be Submitted To Architect /Engineer For Acceptance. 5. Submit Shop Drawings For Acceptance Of The Architect /Engineer Before Proceeding With The Purchase Or Installation Of Equipment And Materials. 6. All Controll Wiring Shall Be The Responsibility Of The Mechanical Sub - contractor. Wiring Shall Be As Per The Electrical Specifications. Mechanical Sub - contractor To Furnish All Motors And Starters, Relays, Etc. 7. Provide All Necessary Access Panels To Control Valves, Dampers, Etc. 8. Balance All Systems To Provide Air Quantities And. Capacities Indicated On Drawings. 9. A/C Contractor Is Responsible For Obtaining His Own Permit. 10. All Work Shall Be Field Checked Before Installation And Coordinated With All Other Trades. 11. All Sizes Shown For Ducts Are Clear Inside Duct Dimensions. 12. Rectangular Supply Air Ductwork Shall Be Class 1 Fiberglass Duct Boards Constructed And Installed In Accordance With The Latest Smacna Fibrous Duct Construction Standards. Round Ducts Shall Be Smooth Wall Or Spiral (Not Corrugated) Galvanized Steel Or Aluminum Dvcts With All Joints Taped And Sealed. 13. Vent Ducts Shall Be Type B In Accordance With NFPA -54. 14. Toilet Exhaust Ductwork Shall be Galvanized Sheep Metal. 15. Terminate Gas Appliance Vent Ducts Above Roof Ir Accordance With NFPA - 54. 16. Provide Volume Dampers, Turning Vanes, Etc., In >uctwork For Proper Air Flow And Balance. Provide Volume Damper With Locking Quadrant At All Branch Duct Connections With Supply Ductwork. 17. Flexible Ducts Shall Be The Insulated Type, Supported And Installed To Avoid Sags And Kinks. All Flexible Ducts Shall Be Similar In Length To Avoid Dissimilar Pressure Drops. Seal All Flexible Ducts To Supply Ducts And Diffusers With Duct Tape And Mastic. Flexible Duct Length Shall Be Max 3 Feet, And Used Only To Connect Diffuser Necks To Duct Branches. 18. Locate Electric Heaters To Provide Adequate Access And Clearances At Front Of Control Panel For Maintenance In Accordance With Codes. 19. Supply Air Ductwork Shall Be Externally Insulated, With 1" , 1 -1/2 PCF Glass Fiber Blanket Insulation With Vapor Proof Jacket And Sealed Joints Per Manufacturer's Instructions. Glass Fiber Ducts Amd Exhaust Air Ductwork Need Not Be Insulated. Flexible Ducts Shall Be The Insulated Type, Supported And Installed To Avoid Sags And Kinks. 20. Refrigerant Piping Shall Be Seamless Copper Type L Ilard Or Soft Drawn Of ACR Copper Tubing With Wrought Copper Solder Jo'mt Fittings. Solder Shall Be 95/5, Applied With Suitable Flux. 21. Provide For Each Refrigerant System, Thermostatic Expansion Valves With External Equalizers, Serviceable Liquid Refrigeran: Filter With Isolation Valves, Moisture Indicator, Purger And Ci`',arger Fittings, And Shut Off Valves At Condensing Units. 22. Insulate Refrigerant Suction Piping With 3/4" Fir? Resistant Foam Plastic Or Closed Cell Polyethylene Premolded Pipe Insulation. Insulation for Piping Exposed To Weather Shall Be Close Cell Polyethylene Insulation. 23. Mount Air Handling Units On Rubber -In -Shear Vzil ration Isolators Resting On A Fabricated Steel Stand Supported From The Floor. Supports To Walls Or Partitions Will Not Be Acceptable. 24. Interlock Electric Duct Heaters With Compressor Circuit So That Heaters Can Not Operate Simultaneously With Compressors. 25. Provide Concrete Bases For Condensing Units. 26. All Refrigerant Compressors Shall Be Warranted For A Minimum Of 5 Years After Date Of Acceptance Of The Project. 27. Provide Air Conditioning Units With Matching Heat -Cool Thermostats With On -Off -Auto Sub -Base Switch, Furnished By Equipment Manufacturer. L 0 10x 4 to, 4 11 0 NO SCALE MASTER BATH .9.,.. SITTI \G AREA 1o,c 4-WAY 1 '15 c£w, •;r O ■Tiorr 44 k0 12" X 12" COLUMNS ci= AIR SCOOP DIFFUSER n J-R 0 P 0 8 h 1) FLOOR IIVAC PLA N Ceiling Diffuser, Titus FS, Adjustable OBD White Enamel Finish eturn Grille, Titus 3 -F1, Fixed Alum. Blades, Baked Aluminum Finish 4" Exh. Up Connect To Ceiling Fan Provided By Elect. Trade. Terminate Above Roof With Roof Jack. 4" Class "B" Vent Up Through Roof. Terminate With Weather Cap. DUCT SUPPLY AIR INSULATED FLEXIBLE DUCT TYPICAL DIFFUSER CONNECTION DETAIL SEE PLAN FOR DUCT SIZES RND. FLEX = ROUND FLEX DUCT RECT. DB = RECTANGULAR FIBERGLASS DUCTBOARD FOR KITCHEN EXI- 4AUST, DUCT TERMINATION THROUGH A SLOPED ROOF OP 2 IN 12 OR GREATER VENTILATION EXTENSION Si-4,4L._ BE TERMINATED NOT LESS TI-IAN 4 INCI -ES ABOVE TI-4E ROOFS FINISHED ROOF SURFACE. POWDER ROOM PAN CALL. `7 Flex �I 71 6lex FIBERGLASS PLENUM AT DIFFUSER INLET AREA. HEIGHT DETEERMINED BY STRUCTURE ABOVE AND FLEXIBLE DUCT CONNECTOR DIAMETER FIBERGLASS PLENUM SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS FIBERGLASS DUCTUIORK 22 S. PT. x 10 FT. -Ha-4 = 220 CUBIC FT. DIVIDE BY ONE AIR EA. 7.5 MINUTES = 30 CUBIC FT. PER MINUTE USE NUTONE XXX GPM EXI -4AUST PAN A 1 x10 t !o G Xis, --011 11 - ( 1XJ - 11111 11 "" -- tOxtO C4 V AST_F BEDROOM tT A/C **E3 LOCATION OF OUTSIDE CONDENSER FOR NEW A/C UNIT. 1 ----------- 4" Flex A 4° Flex 7" Ft-ex NEW CONCRETE DECK SCALE: Vanes, O 9 X r 4 10 Ltw, X4 t #x 13. R/A Cellirl Gr i 1/4 1' _0 SUPPLY AIR DUCT A7•r Handler Unit 15 °x1-1 Rect Fg Dct Srcl WALL STRUCTURE. CEILING STRUCTURE AIR HANDLING UNIT REFIGERANT LINES FLOOR STRUCTURE. 10 x%O i- CONDENSATE DRAIN W/ TRA 0 �// NEOPRENE PAD VIBRATION ISOLATOR y RETURN AIR BELOU AIR / HANDLER Fluid Linea 6° Flex '21" Flex 1s x6 l l ct 10 x 6 11a1 CPO41 KITCHE\ 23'- 3 "x16'- T G O BRACE UP ON WALL VENT DUCT UP TO WALL HOOD BY KITCHEN EQUIP. SUPPLIER 6" Fle L AH Proposed 4 re • 1183.95 Sq F1' Proposed A/C Area 927.20 Sq F1' 140 C A N E - ra � s j c; Condensing Unit Concrete Base W/6 x 6 -10/10 WWM NOTE: REFRIGERANT PIPING RUN BELOW GROUND IN A SLEEVE SHALL NOT HAVE AN ANGLE GREATER THAN 45 DEGREES. O O O Fasten C. U. To Anchored 2x4 Pressure Treated Hood Supports Seal Entrance Of Refrigerant Pipes Into PVC Pipe With Impermeable Resilient Material Refrigerant Suction Pipe With Polyethylene Insulation Conc1ens1ng Um'it Fluid Linea 10' TE- UP CONDENSATE LINES 3/4' P.V.C. \ EW SLAB 12' -4 "x19' -5" Air Flow (TYP. ) O O 0 O Mounting I)etct1 vUC.: c AN c•s Power &' Control Connections ` n ' Refrigerant S %�► Liquid W/0 Insulation 6" PVC Pipe N.T.S. VcIlo REVISIONS BY DRAWN SKP CHECKED C •W.F DATE March 12, 2001 SCALE: 1/4" = 1" JOB NO. A00604 SHEET •1•0 SHEET 10 OF 14 E=4 -- r1 E=-1 c7 U o a cv h0 C\ • cLi cc) cwd A al X 4 C 470 Ct c0 C.) 0 ti 0 z • U • 0 z �' 0 • o Cn E.• 0 z 0 0 "); • c • st t• • : - • "",—.) • •• ; • , i•'; ,• • • • • •-• - 4 . . 4 t e , • ■ , „ .):,1> - c. - .. •; - . C: - . . ... :•- ... -1-1":•;(f4-,, ‘--71 4:Cb t; ,,.i .- ■•1:4 61i lil'll:141 !1. ..`, *-r :- -. 1. 1 9.4 .' - : ^,...S.-- ‘: r 7';';i.t. 1 4t , -W -.5i.,,,f.-.iie 1 ..= ) ..reicut .1S .4- .4Se4 - 1 , .1 - g.. 2 .: , .. , :,; -, 4tesf--,.,—..s i iis,' . -A,rt.c-t-4'' A-y 1 ,,,,.,17.4.-p.% 4 t.t..... :4,..,,,s .. • -- , .4.;4, , • : • ; : - ' , 1 -- - - `4• 1 !•Z ,-.: • .. s- .....• C-. I, , .t..,,,4-•,,,,k ,r• 2 • ---,•1'..`:.-%?.-e-- i;..-- 47 iir5e.:;s !iii.i - ` k -'' Irsttiy vi l it •-• (.• , • . r •. • • . .,, •,, ., - - -,- k. 4 "'--.';' ,..‘:- tf .,. :'''■ i ,: ,„',,,:., 5 ,' '', - '44 ., -'w '"' ■!tr.."1:: -;:.' 7- -', -'''4';',' "''',!4.1 - • ..e ,,„,,,,, 4);. dun - „ ,‘14•te : d4 tnt�iz ••• - - * • , • *‘ , : . • • ' - ''f61 . - t - - 4. ' 91.- • 0 • 10), 12) *,).3) • Bewh 3a) -p1000: Be it; } • • j-e,kte 93 2.`6 r/!z ;fir /4 .e.alla .q. • _w!'t;w ti, .er.. • PY ,'°0F 7:(C r if 6 ' • C.y � • o n16,.</4 , O a 4.' / 4Z,. 1./c1.11* ; I rG.. pit ,Ya;` '�,rr 'C sci„.9 ±11/' ✓9fr_ ,- .f.4?rr ;g'T /.,'ww Bckerif X141, : 41$ • 0. Batr.fiac+� fo /`'' '',•V INSTALLAPON SUPERVISED ■T SPECIAL lteseEttOR REQUIRED P.E. OR ARCHITECT ISJ.s.C. 305.3) IF TRUSSES OVER 40 9 9 41 IF GIRDER IN svSTEH REFER TO ATTACHEO ENGINEERING DWG. t 14 -0 (t1) FOR TIE DOWN OF COMMON TRUSSES UP TO 50' V SPAN USE A BASCH ANCHOR OR SIMILAR STRAP AT EACH ENO. FASTEN WITH (3) - 16d NAILS STRAP TO BE BENT AND NAILED ON FAR SIDE WITH ONE (1) 16d NAIL 1450 LBS. WORKING LOAD UPLIFT EACH. SUPPUEO BY BUILDER. REFER TO ARCHITECT OR ENGINEER FOR COMPUTE TIE DOWN PROVISIONS FOR TIE BEAM, WALL ANO FOUNOATIONS CONDITIONS. 33 -0 -0 1 -2 -0 -e -e ( ; 26 -0 3/16" = 1 -0" 4 EXISTING ROOF (T2 1 I F UPLIFT CONNECTIONS TO TRUSSES AND GIRDER TRUSSES IS THE RESPONSIBILITY OF THE ENGINEER, ARCHITECT OR G.C., NOT THE TRUSS MANUFACTURER. DO NOT CUT OR ALTER TRUSSES BEFORE NOTIFYING THE TRUSS MANUFACTURER. 9 -2 -0 /s SPECIAL VALLEY SET ( 4 SEC TION A -A 1 16 -1 -0 EXISTING FLAT ROOF ROOF TRUSS LAYOUT 13 -0 -0 1rr 3 -- i* - FV2 -- -- - F V 1 - -,I 4 CO NEW ROCF 9 1• REVISION OF THIS SHOP DRAWING BY PROFESSIONAL ENGINEER IS IN COMPLIANCE OF POLICY NO.5 METRO OADE COUNTY BU ILO ING AND ZONING DEPARTMENT EXCEPT FOR ALL BUILDING COMPONENTS NOT FABRICATED BY BEST TRUSS CO. REFER TO ARCHITECT OR ENGINEER FOR COMPLETE CORRELATION OF THE INFORMATION PROVIDED IN THIS SHOP DRAWING WITH ALL OTHER TRADES, STRUCTURAL BEAMS, WALLS ANO FOUNDATION REQUIREMENTS OF THE S.F.B.C. 2t -4 -0 EXISTIN( PITCH ROOF PITC 1 <—C,pR ),QVGr a -4 -0 20-0-0 'EE ?iTiH O r I sTl tVG- RaoFS< BEARING HEIGHT SCHEDULE ALL A ALLS SHOWN ON THIS LAYOUT ARE 10 BE LCAID BEARING 8' -2" APPROVED TRUSS ANCHOR BY BUILDER HEEL HEIGHT =2x4 STD. BOTTOM = 2x4 MIN. TOP = 2x4 MIN. HANGER MANUF. ROOF TRUSSES TOP CHORD LIVE: TOP CHORD DEAD: BOTTOM CHORD DEAD: TOTAL LOAD (PSF) STRESS INCREASE: EXPOSURE CATEGORY BUILDING CATEGORY I WIND DESIGN VELOCITY IMPORTANCE FACTOR WIND LOAD DURATION FACTOR **ATTENTION BUILDER** ALL DIMENSIONS OVERHANGS, PITCH, ETC. TO BE CHECKED BEFORE ORDERING TRUSSES IT IS YOUR RESPONSIBILITY TO CHECK OUR TRUSS PLAN d X (.1 4 „ 30.0 15.0 10.0 55.0 1.33 TRUSS END DETAIL TRUSS LOADING CONDITIONS FLOOR TRUSSES TOP CHORD LIVE. TOP CHORD DEAD: BOTTOM CHORD DEAD: TOTAL LOAD (PSF) STRESS INCREASE: HANGER LIST HANGER I.U. Q , , p ��, • N/A N/A N/A N/A N/ 11 ! IMPORTANT NOTE !!! ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE PERFORMED BY EXPERIENCED PROFESSIONALS. BEST TRUSS CO. EXPECTS THE TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES BEFORE ERECTING THEM. NO CONSIDERATION WILL BE MADE BY BEST TRUSS CO. FOR LOSS OF TIME OR ADuuITTIONAL CRANE USAGE. BEST TRUSS CO. WILL BE RESPONSIBLE ONLY MANUFACTURING DE ECTS DO REPAIRING CONFORM TO OR LAYOUT. NOTE: NORMALY ALL TRUSSES ARE TRUSSES ARE DESIGNED IN SPACED 24" O.C. i' ACCORDANCE WITH S.F.B.C. CODE UNLESS OTHERWISE SPECIFIED ALL UPLIFT CONNECTION TO TRUSSES A GIRDER TRUSSES IS THE RESPONSIBILITY OF ENG., ARCH., OR GENERAL CONTRACTOR. SPECIAL HANGERS BY PURCHASER OF TRUSS PACKAGE. PLEASE REFER TO INDIVIDUAL ENGINEERING SHEETS FOR NUMBER OF PLIES AND NAILING/BOLTING PATTERN REQUIRED FOR GIRDER TRUSSES. SET -BACK FOR HIPS, ETC. SHEATHING UNDER ALL VALLEY SETS BY BLDR. 3 c-) 1101 gR44.4 Aft a' 0 U CC 0 }- U 0 co cr. z 0 0 Ce' 0 Ce Ce LU o d * 1 =< 2015111 C; a I I l unammimai i 1 i iF TRUSSES OVER 40 ,ratxu,xa+ S.4- - 1816: II Sc "ELUL wSil -C.t F(QVitili) P. E. OR AtfLatTEST i3.f.9.C. 309 .f) NI IF °AUE.R it/ 373TEM REFER TO ATTACHED ENGINEU< 3 DWG. FOA TIE GOWN OF COMMON TRUSSES UP TO 50' 0' SPAN USE A BASCH ANCHOR OR SIMILAR STRAP AT EACH ENO. FASTEN WITH (3) . 16d NAILS STRAP TO BE BENT ANO MAK£O ON FAR SLOE WITH ONE (1) 16d NAIL 1450 LBS. WORKING LOAO UPLIFT EACH. SUPPLIEO BY BUILDER. REFER TO ARCHITECT OR ENGINEER FOR COMPLETE TIE OOWN PROYIS)ONS FOR TIE BEAM, WALL ANO FOUNOATlONS CONDITIONS. 26 -3 -0 33 -0 -0 3/16" = 1 -0" EXISTING ROOF UPLIFT CONNECTIONS TO TRUSSES AND GIRDER TRUSSES IS THE RESPONSIBILITY OF THE ENGINEER, ARCHITECT OR G.C., NOT THE TRUSS MANUFACTURER. 00 NOT CUT OR ALTER TRUSSES BEFORE NOTIFYING THE TRUSS MANUFACTURER. SPECIAL VALLEY SET EXISTING FLAT ROOF I Li ROOF TRUSS LAYOUT NEW ROOF k 0 l 0 1 rsT co REVISION OF THIS SHOP DRAWING BY PROFESSIONAL ENGINEER IS IN COMPLIANCE OF POUCY NO. 5 METRO DADE COUNTY BUILDING AND ZONING DEPARTMENT EXCEPT FOR ALL BUILDING COMPONENTS NOT FABRICATED BY BEST 1 RUSS CO. REFER TO ARCHITECT OR ENGINEER FOR COMPLETE CORRELATION OF THE INFORMATION PROVIDED IN THIS SHOP DRAWING WITH ALL OTHER TRADES, STRUCTURAL BEAMS, WALLS ANO FOUNDATION REOUiREMENTS OF THE S.F B.C. 4 1210EILING PITCH 30■4 -0 EXISTING PITCH ROOF PITCH 40x12 2e - 4 -0 20 -2-0 BEARING HEIGHT SCHEDULE ALL WALLS $I TOWN ON TI - 11S LAVOLT APE TO SE LOAD BEARWG 8' - ro' APPROVED TRUSS ANCHOR BY BUILDEU HEEL HEIGHT =2x4 STD. BO r roM = 2x4 MIN. TOP = 2x4 MIN. X N HANGER MANUF. 4 " TRUSS END DETAIL * *ATTENTION BUILDER ** ALL DIMENSIONS OVERHANGS, PITCH, ETC. TO BE CHECKED BEFORE ORDERING TRUSSES IT IS YOUR RESPONSIBILITY TO CHECK OUR TRUSS PLAN 12 4.0 Pr' HANGER LIST HANG ER 4 NOTE NORMALY ALL TRUSSES ARE SPACED 24" 0.C. ALL UPLIFT CONNECTION TO TRUSSES AND GIRDER TRUSSES IS THE RESPONSIBILITY OF ENG., ARCH OR GENERAL CONTRACTOR. ' SPECIAL HANGERS BY PURCHASER OF TRUSS PACKAGE PLEASE REFER TO INDIVIDUAL ENGINEERING SHEETS FOR NUMBER OF PLIES AND NAILING /BOLTING PATTERN REQUIRED FOR GIRDER TRUSSES. SET -BACK FOR HIPS, ETC. SHEATHING UNDER ALL VALLEY SETS BY BLDR. 4 " N/A 12 • TRUSS I.D. I,f {l 2(, T 2 , 2 13 . ! IMPORTANT NOTE '! ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE PERFORMED BY EXPERIENCED PROFESSIONALS. BEST TRUSS CO. EXPECTS THE TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES BEFORE ERECTING THEM. NO CONSIDERATION WILL BE MADE BY BEST TRUSS CO. FOR LOSS OF TIME OR ADDITIONAL CRANE USAGE. BEST TRUSS c0. WILL BE RESPONSIBLE ONLY FOR REPLACING OR REPAIRING DAMAGED TRUSS OR THOSE WITH MANUFACTURING DEFECTS OR DO NOT CONFORM TO APPROVED LAYOUT. TRUSSES ARE DESIGNED IN ACCORDANCE WITH S.F.B.C. CODE UNLESS OTHERWISE SPECIFIED z 0 0 93 e eta (e t 'ffy a st of A} . oj1e4ge aad belli.e a `t ht's fl(I O.' a. true and 4rr et re' .0 'an on of the xiAwc SURVEY ro "de c r ilk . d eo a ,th4t 3tt v i s . ep4,± , i' 4 br`dan ;e t ti -,app ica; .t: rots o& 3 Chatter 'ie .C oat$ m ,. < ., 4 '"54"i Al AO 21 SdQS e t . : the i st `169.00 ffeot e 3t u h 190 Q'3 s `° eet0 `Pt the ` ',u h O — t = t ) ) f ' the t utneaat, One- t7�tar e . l:.i 4 4 :iSff h ' �, ' ` *as 4n" ua e N 1 / of ti' t st a il , _ 4k R 4 c • y , Th a . e 640,q4p;e4 Eir9L' ty. Wa3 , :t!'rv4',ec{ an „4 ,.. G ib� , !!.",4, pr ttIe 4 ,Qv e`'4t Oe 0 O`tt9'llt 9 /.7 c ,bay C1i ..9 F � y Tkt4g_ ;.f 4a o --le; Of fqe tho tai 1 a4 d' ;.o ; - >ws - 3 e®tt ti.. ttQ 44 T1t1 � 4oriinij. 4$ *Pmentsr or t ;ci n 0_40411t::'‘,114'.': M x_. �pw w 3t Tft .4 !a1 4. - act(-tt,t414 '11,e 4,k. t L, 1Oii- 4 44' Qn t i . 4 t' Y th ik; ti y caui�sl_ 4 rue btt A 0 ,9t of t s• ount ; 1tnut .of1' T O 1' it11 ko be u :j t:(F d t `m t 3 44co :de • n c u"en , i E and v .0 b F'c a r. t, r ,• i 4� )I 3 i 4 4r , o -, t:t.ncj ,,ttrrid 'Yh tai' groun ., t fac 4 '. th ' V ;0o 4 . 4y 91 ourx to , ; : I. 0_ o.0 , 0 pai s � i 01 , i r klacd ., a; ,blot ,3ho in h4re of�� '' . r > :9t epro is ion Q , thL. , Oi441nit r' e not Vi1 is Vf e rcc ,se n t - f f t. `. b' : ' f 1 .fi '''3141_ ' ,-' f t h F u r t rt f., ?. � : ' oci!� , . nom app.copci :ate atittiO.1ty et d iy ' d k , t ) r h �`nu• deJv gii= Pa 'e=e C l'4 '1 � n /0014: _,� � I,nfoatn. r t: ^ F ., `': - Vurterf,rotind tc `ctiMi 3 acre �►o dPt'c,tl'ect -,4e +�, '4 c.. '(.e '3 0, op t4t a;uthho ty p.rto,r to n j di ui o r k a i< 4.9 1.c.: ..tpri an t t)' oil pro ectyre ` h in d ci�ad.. 5Urve4oic hiU 04. of Uie a to , O,vt tt:on fi - n utl1ltte0 ` hoi i hereon, f ,y $} er. {'ts �:9 � dwnerihi au e ti �' O IUt 1 a't' 'UL > " H A 0f l , ' ' o 0 i': u 1i v ' U.IUNt). Y bt3I('io fi r �e I � a , st n, a eo n b .i ed oii:i'lA - I ) :Ieva. '$ Ore bafic ` oci:N .t .oral G.o ,,Ltc inert cal Qatu* kit J3en h Mask . vae4• tA. ` , k Zt.ev „b Y .O4y ,.'. 13-x) . 0eIt .b._1a.n i oc4))ori 200 $outth and t0' Ja0t 1.4'. Cornei< o Qridile: K.3'.. a4th Street a.xnii 1btt. Avenue. t4) 'rol; ct,v A4cire :4: 10) 'loo' Zone• :X 9I 0 . :. 9t at .' `rer.ra.s s B' 00.4 KI,!i ., ttf A H.t t Bl e ss ' id .3. F ai1, Nu � • I !)::5:!11.4:14 J Dater M :c h 2• , Th . P L A U Q e :UR Y, a* ti fl ep 4 dc1 Ec t pn'; e 3 c ii4 use` o� A e. r �.aut 1 . h ce), . T , C - T ttfic to e d F '' A rt4" ; ) *( 5 fk0 8; ` 1;t: ?! .ri T U tt '. . " /tk l -' 4. 4 '0. 1 S(I ' ° Oi l?..4‘. .,,t C (i l. .0 4 ). 5 0 1j .; 1 1 7 k - •• -- . hrl furl i 4 r P �E C, st, � 't t 1yt :4t?S A P'31 a# , 1$ E (i,* attliuNcittf1# Pkt Ps`le 4; al, 441(11;14 Oo q a 4! aF gglar;Witger tt 1 °paC r3 F t? S) ” ., roe . -- °a 1,44 ( t 1It,t f • . .- R . s ��jjr , . ,' 1 25.00' • •51X6 °' 1 STORY C.B.S. �j BLDG. ivb NO 910 ;`,?, i ^ ia'4O r ) % F F. ELEV. -13.38 /GAR i . ELEV. = 12.37' /7 m , › rin j G) 0 m Z i n :713 O m - co ' PA O CO O END. 1/2" IRON PIPE NO CAP 25.00' 0 o.ta � z p1 rn cfl 0 1 m D m cn z m 25.00' FND. 2" IRON PiPE NO CAP 0.15' B 25.00' 10 20 E. 91ST TERRACE 6' CHAIN y y LINK FENCE 169.00' LOT 8, BLOCK 1 MITCHELL MANOR (P.B. 41, PG. 92) c GRAPHIC SCALE 40 ( IN FEET ) 1 inch = 20 ft. — - - 94.00' (REC) 93.12 (MEAS) D O FND. i/2" IRON PIPE NO CAP 91 0 0.40' NAB FND. CUT NAIL 50 LOT 7, BLOCK 1 MITCHELL MANOR (P.B. 41, PG. 92) SYMBOL LEO EtJD ABBRENATION SYMBOL DEFiNMCN MEAS. REC. R/W SEC. W.F. c/t CLR. CIF. CONC. C.B.S. EW.O.H. ELEV. O.EV. F,F. END. CAR. LF. I.P. LA. R/W N.aD. D/t P.B. P.C. P.C.P. PO. PA- P.R.N. O ALUMINUM UGHT P011 • BELLSOUTH MANHOLE ▪ BELL.SOUTH TELEPHONE BOX • BENCHMARK O CABLE BOX CATCH BASIN - CENTERLINE • CLEAN OUT VALVE CLEAR —x— OHMN UIK FENCE CONCRETE CONCRETE BLOCK STRUCTURE • CONCRETE UGHT POLE D CONCRETE POWER POLE 04 CONTROL VALVE • DRAINAGE MANHOLE O DRILL. HOLE •T.- DUAL POLE SIGN ▪ ELECTRIC BOX DE ELECTRIC METER —OHL -- ELECTRIC WARE OVERHEAD L ELEVATION (EASING) ELEVATION (PROPOSED) ITNIAED FLOOR IX FIRE HYDRANT • FIRE MAIN VALVE O ILWDA FCIFR NO MT GYPANL YVIQL • FORCE MAIN VALVE FOUND GARAGE A GAS MANHOLE O CAS METER ED CAS VALVE . • GUARD POST —o— NON FENCE RON PIPE • LIGHT POLE LIMITED ACCESS RIGHT OF WAY • MAIN SEWER VALVE ® MAIL BOX 0 MANHOLE MEASURED • MONUMENT A NAIL • NAIL AND DISC ON LINE PLAT 8001( POINT OF CURVATURE PERMANENT CONTROL POINT PAGE PROPERTY UNE PERMANENT REFERENCE M0NLAMFNT RAIL ROAD CROSSING SIGN RECORDED INFORMATION RIGHT OF WAY SEC RON SECTION CORNER SEWER MANHOLE SLOE1 DC SPRINKLER VALVE • SQUARE CUT AND NAIL • STORM MANHOLE B STREET 115HT BOX + STREET SIGN • TELEPHONE BOX TELEPHONE MANHOLE = TRAMC SIGNAL Ol TRAFFIC SIGNAL BOX D4 VALVE Os WATER METER D4 WATER VALVE ® WELL -�'— WOOD FENCE • 4000 UGHT POLE 11000 POWER POLE ASPHALT BRICK CONCRETE TKE 0 1 SITE LOCA"I'IC N H LOCATION MAP: NOT TO SCALE PORTION OF SECTION 6 -53 -42 LEGAL DESCRIPTION: The West 94.00 feet of the West 169.00 feet of the South 165.00 feet of the South 1/2 fo the S.E. 1/4 of the N.E. 1/5 of the S.E. 1/4 of Section 6, Township 53 South, Range 42 East, Dade County, Florida; LESS AND EXCEPT the North Ten feet thereof. Presently in use as a portion of the Right —of —Way for 91st Terrace. SURVEYOR'S NOTES: 1) The herein captioned Property was surveyed and described based on the shown Legal Description: Provided by Client. 2) This Certification is only for the lands os described. It is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. 3) There may be additional Restrictions not shown on this survey that may be found in the Public Records of Miami —Dade County, Examination of ABSTRACT OF' TITLE will have to be made to determine recorded instruments, if any affecting this property. 4) Accuracy. The expected use of the and as classified in the Minimum Technical Standards (61G17- 6FAC), is "High Risk Residential ". The minimum relotive distance accuracy for this type of boundary survey Is 1 foot In 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. 5) Foundations and /or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. 6) Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey mops or reports by other than the signing party or parties is prohibited without written consent of the signing porty or parties. 7) Contact the appropriate authority prior to any design work on the herein described parcel for Building and Zoning information. 8) Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. Surveyor shall be notified as to any deviation from utilities shown hereon. 9) AREA OF PROPERTY: 14,570.00 Sq. Ft. or 0.334 Acres +/- 10) Ownership subject to OPINION OF TiTLE. 11) Type of Survey. BOUNDARY SURVEY. 12) North arrow direction shown hereon is based on on assumed meridian: Along the East line of Lot 1, Block 3, of GOLDEN GATE PARK ADDITION as shown on Plat Book 6 Page 130. 13) Elevations are based on: National Geodetic Vertical Datum of 1929 14) Miami —Dade Bench Mork Used: L -12 Elev.: 7.04' 15) Bench Mork Location: 200' South and 20' East N.E. corner of Bridge N,E. 84th Street and N.E. 10th Avenue 16) Property Address: 17) Flood Zone: "X" 910 N.E. 91st Terrace Bose Flood Elev.= N/A Miami Shores, FL FEMA Panel Number :120652- 0093 —J Date: July 17, 1995 18) This PLAN OF SURVEY, has been prepared for the exclusive use of the entities named hereon. The Certificate does not extended to any unnamed party. a. TOM & TRACY KNIGHT b. 19) Field Book: A -236, 16 & 17 W.O. No.: 01-108-5401 Data Collector File: N/A SURVEYOR'S CERTIFICATE: I Hereby Certify to the best of my knowledge and belief that this drawing is a true and correct representation of the BOUNDARY SURVEY of the real property described hereon. I further certify that this survey was prepared in accordance with the applicable provisions of Chopter 61G17 -6, Florida Administrative Code. FORD, ARMENTEROS & MANUCY, INC, LB 6557 Original Date Field: November 21, 1995 Revision Date: June 6, 2001 (Update) Revision Date: December 23, 2002 (Update) Revision Dote: J cardo Rodriquez, For Ili Fir Professional Surveyor and- per, LS 5936 State of Florida. FORD, ARkENTEROS IMANUCY, NC. 1950 KW 94Bi AVENUE, 21b FlOOt MIAMI, F'ORJDA 33172 PH. (305) 477-6472 FAX (305) 470.2805 DRANNGS AHD st15-CATICHS AS 105I1OYENTS C#' SERWCE AREA AND SHALL RENNIN THE PRCKATY OF TORO, APIENIEROS ! WAXY, NC. *ETHER M PRO.ECT FOR EHCN HEY ARE MACE D DEMO CM NOY. THEY ARE HOT 10 BE USED BY ONHOL OM OTHER PROJECT EXCEPT BY ACREEIN4R N METNO Alm NTH APPROPATE Co11PENSATICN TD FORD. ARMOHT X0$ 5 ILVNCY, NC >- co z Lt_ W LEJ c (0 0 N N N 0 0 J Z 0 J 0 W 1-- 0 W —J 0 1- co 0 H _ - - ONO 1" 20' DRAWN BY: B. ROJAS DWG. CHECKED 8Y: L� QUALITY CONiROL: DAiM 12 -23 -02 PROJECT No: 01 -108 SHEET: 1 DF 1 sHEErs 3 3 fi c 1 - 5 -6 -3 - 4 - 2 - A FND. 1/2" IRON PIPE NO CAP FND. 2" IRON PiPE NO CAP 8 20 E. 91ST TERRACE 94.00 (REC) 93.12 (MEA 169.00' LOT 8, BLOCK 1 MITCHELL MANOR (P.B. 41, PG. 92) C GRAPHIC SCALE ( IN FEET) 1 inch = 20 ft. 4o D FND. 1/2 IRON PIPE NO CAP FND. CUT NAIL 80 0) m 0 -� Z 0 0. z Z 0 wrn ry :� m LOT 7, BLOCK 1 MITCHELL MANOR (P.B. 41, PG. 92) E J - n ; �O Vi i-- co < co 0 • II 0 �S T N F 1 SYMBOL. LWan/VD 1 A88REVIATiON 511.4801. DEFRMTION CAL. CLR. CLF. CONC. C.13. S. EW.O.H, ELEV. ELEV. FA. FND. CAR. LF. LP. LA. R/W MEAS. N. & D. 0At P.B. P.C. P.O.P. PO. PA. P.R.N. REC. R/1Y SEC. W.F. 0 lid 0 >z 0 0 0 0 A O x ALUMINUM LIGHT POLE BELLSOUTH MANHOLE BELLSOUTH TELEPHONE BOX BENCHMARK CABLE BOX CATCH BASIN CENIERUNE CLEAN OUT VALVE CLEAR CHAR/ LINK FENCE CONCRETE CONCRETE BLOCK STRUCTURE CONCRETE LIGHT POLE CONCRETE POWER POLE CONTROL VALVE DRAINAGE MANHOLE DRILL HOLE DUAL POLE SIGN ELECTRIC BOX ELECTRIC METER ELECTRIC WARE OVERHEAD ELEVATION (FASTING) E1EVATI0N (PROPOSED) FINISHED FLOOR FIRE HYDRANT FIRE MAIN VALVE n PLB PC1 B NO LINT MOW XWW FORCE MAIN VALVE FOUND GARAGE CAS MANHOLE CAS METER GAS VALVE GUARD POST IRON FENCE RON PIPE LIGHT POLE UNITED ACCESS RIGHT OF WAY MAIN SEWER VALVE MAIL BOX MANHOLE MEASURED MONUMENT NAT. NAIL AND DISC ON UNE PLAT BOOK POINT OF CURVATURE PERMANENT CONTROL POINT PAGE PROPERTY UNE PERMANENT REFERENCE MONUMENT RAIL ROAD CROSSING SIGN RECORDED INFORMATION RIGHT OF WAY SECTION SECTION CORNER SEWER MANHOLE SoN SPRINKLER VALVE SQUARE CUT AND N.M. STORM MANHOLE STREET UCHT BOX STREET SIGN TELEPHONE BOX TELEPHONE MANHOLE TRAFFIC SOUL TRAFFIC SIGNAL BOX VALVE WATER METER WATER VALVE WELL WOOD FENCE W000 UCHT POLE 4.000 POWER POLE ASPHALT BRIO( CONCRETE TILE 0 SITE LOCATION H 1 LOCATION MAP: NOT TO SCALE PORTION OF' SECTION 6 -53 -42 LEGAL DESCRIPTION: The West 94.00 feet of the West 169.00 feet of the South 165.00 feet of the South 1/2 fo the S.E. 1/4 of the N.E. 1 of the S.E. 1/4 of Section 6, Townshi 53 South , Range 42 East, Dade County, Florida; LESS AND EXCEPT the North Ten feet thereof. Presently in use as a portion of the Right —of —Way for 91st Terrace. SURVEYOR'S NOTES: 1) The herein captioned Property was surveyed and described based on the shown Legal Description: Provided by Client. 2) This Certification is only for the lands as described. it is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. 3) There may be additional Restrictions not shown on this survey that may be found in the Public Records of Miami —Dade County, Examination of ABSTRACT OF TiTLE will have to be made to determine recorded instruments, if any affecting this property. 4) Accuracy. The expected use of the land, as classified in the Minimum Technical Standards (61017- 6FAC), is "High Risk Residential ". The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure wos found to exceed this requirement. 5) Foundations and /or footings that may cross beyond the boundary lines of the porcel herein described are not shown hereon. 6) Not valid without the signature and the original raised seal of o Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 7) Contact the appropriate authority prior to any design work on the herein described parcel for Building and Zoning information. 8) Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. Surveyor shall be notified as to any deviation from utilities shown hereon. 9) AREA OF PROPERTY: 14,570.00 Sq. Ft. or 0.334 Acres +/- 10) Ownership subject to OPINION OF TITLE. 11) Type of Survey: BOUNDARY SURVEY. 12) North arrow direction shown hereon is based on an assumed meridian: Along the East line of Lot 1, Block 3, of GOLDEN GATE PARK ADDITION as shown on Plot Book 6 Page 130. 13) Elevations are based on: National Geodetic Vertical Datum of 1929 14) Miami —Dade Bench Mork Used: L -12 Elev.: 7.04' 15) Bench Mark Location: 200' South and 20' East N.E. corner of Bridge NI. 84th Street and N.E. 10th Avenue 16) Property Address: 17) Flood Zone: 'X 910 N.E. 91st Terrace Base Flood Elev.= N/A Miami Shores, FL FEMA Panel Number; 120652-0093—J Date: July 17, 1995 18) This PLAN OF SURVEY, hos been prepared for the exclusive use of the entities named hereon. The Certificate does not extended to any unnamed party: a. TOM & TRACY KNIGHT b. 19) Field Book: A -236, 16 & 17 W.O. No.: 01-108-5401 Data Collector File: N/A SURVEYOR'S CERTIFICATE: I Hereby Certify to the best of my knowledge and belief that this drawing is o true and correct representation of the BOUNDARY SURVEY of the real property described hereon. I further certify that this survey was prepared in accordance with the oppiicable provisions of Chopter 61017 -6, Florida Administrative Code. FORD, ARMENTEROS & MANUCY, INC, LB 6557 Original Date Field: November 21, 1995 Revision Dote: June 6, 2001 (Update) Revision Date: December 23, 2002 (Update) Revision Dote: BY 11 Fir cordo Rodriguez, For Professional Surveyor on d- per, LS 5936 State of Florida. 5- 6- 7- a- 2- 3 - 4- FORD, ARIENiF.ROS 1WAXY, NC. 1950 Kw. 9411 A t &E, 2nd 8002 MIAMI, RONDA 33172 PH. (305) 477$472 FAX (305) 470-2805 OR IM:3 MO SPCC01UGP4 AB NSTRVLENT CF SERVKE AREA MO SHALL RELMI I11E PROPERTY OF FARO, MOENIERCB W MANUCY EMC.. MF[1HER •1 IN[ PROJECT FLW CH { IEY ARC LL'OC 3 EXECUTED OR NOT. THEY AAE HOT 10 RE USED BY OwER CH OTHER PROJECT EXCEPT BY ACREENOLT N WE1140 ANO ■1W APPROPUIE COIWEMSAA11011 10 TORO, MMENTIXW • HAWCY, NC. Q_ CE m d z w w ui • 0 LL bJ Lt- -* w N ca Ep O — 0 0 J 0 V J W 0 Z U) w � J 0- 0 U w O � m 6 z L k j 0 0 1— SCALE: 1" - 20' DRAWN BY: B. ROJAS DWG. CHECKED 8Y: QUALITY CONTROL: DATE: 12 -23 -02 PRO " °: 01 -108 SHEET: 1 Cf 1 SHEETS 0 l�r Est Cover Sheet Cover Votes 1 Sheet Al -0 Notes 2 Sheet Al -1 Notes 3 Sheet Al —? Site Plan A -2 -0 Floor Plan A-2 -1 Elevations A3O 1 st El r Y I�\ s AC Electrical Notes E Electrical ;''fan Mechanical Ilan Plumbing Plate Structural Structural Details Sheet S-1-1 S-1-2 REVISIONS CAB CB 01 CLG CEM CER CT CIR CCTV CL COL CONC CMU CONST CONT CONTR CJ CORR CRS CFM CU.FT. CYD DEMO DTL D I AG D IA, DIM DIv DR DBL DN DS D DWR DWG DF DW EA EN EMN ELEC EWC E W1-N ELEV EL E EQ EXN EXIST EXPJT, EJ EXT FIN FFE FFL FA FE FEC FH FL FD PLUR FND PR PUR GA GALv GC GL GB GUJ NDW HTG HVAC HT NC HM NMF HORZ HB HR N NCAN NCL NSUL NT NV JT KIT ABv AFF ACC ACOU AFC ADD ADJ A/C ALT AL, ALUM ANC AB ANOD ARCH AUTO AVE AVG BM BLK BLKG BD BOT BRG BLDG BUR JOINT KITCHEN ABOVE ABOVE FINISHED FLOOR ACCESS ACOUSTICAL ACOUSTICAL PANEL CEILING ADDENDUM ADJACENT AIR CONDITIONING ALTERNATE ALUMINUM ANCHOR, ANCHORAGE ANCHOR BOLT ANGLE ANODIZED ARCHITECT (URAL) AUTOMATIC AVENUE AVERAGE BEAM BLOCK BLOCKING BOARD BOTTOM BEARING BUILDING BUILT UP ROOFING CABINET CATCH BASIN CAST IRON CEILING CEMENT CERAMIC CERAMIC TILE CIRCLE CLOSED CIRCUIT TELEVISION CLOSET COLUMN CONCRETE CONCRETE MASONRY UNIT CONSTRUCT ION CONTINUOUS OR CONTINUE CONTRACT (OR) CONTROL JOINT CORRUGATED COURSE (S) CUBIC FEET PER MINUTE CUBIC FOOT CUBIC YARD DEMOLISH, DEMOLITION DETAIL D IAGONAL DIAMETER DIMENSION DIVISION DOOR DOUBLE DOWN DOWNSPOUT DRAIN DRAWER DRAWING DRINKING FOUNTAIN D ISHWASHER EACH EAST EMOTIONALLY HANDICAPPED EDUCABLE MENTALLY HANDICAPPED ELECTRIC (AL) ELECTRIC WATER COOLER ELECTRIC WATER HEATER ELEVATION ELEVATOR EMERGENCY EQUAL EXHAUST EXISTING EXPANSION JOINT EXTERIOR FINISH (ED) F1NFS1-4 FLOOR ELEVATION FINISH FLOOR LINE FIRE ALARM FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HYDRANT FLOOR ( ING) FLOOR DRAIN FLUORESCENT FOUNDATION FRAME (D), (INC) FURRED (ING) GAGE, GAUGE GALVANIZED GENERAL CONTRACTOR GLASS, GLAZING GRAB BAR GYPSUM WALLBOARD HARDWARE HEATING HEATING /VENTILATING /AIR COND. HEIGHT HOLLOW CORE NIGH HOLLOW METAL HOLLOW METAL FRAME HORIZONTAL HOSE 5155 HOUR NCH NCANDESCENT NCLUDE (D) (ING) NSUL ATION NSIDE DIAMETER NTERIOR NvE RT A Evf4TIO1■IS ECIENID UC UL UR UON VE RT VCT VOL WC WH WP WT WWP W W/ W/O WD YD LAB LAM LAV LH L LL LLH LT LVR MN MFR MKBD MAS MO MAX MECH MED MIL MIN M1SC MULL NRC NOM N NIC NTS NO, OC OPG OPP OA OH Oz OD PNL PTD PTR PKG PVMT PLAS PLAM PL FWD PVC PCP PSF PSI PT PREFAB PL QT RL RR REF REFR RE I NF RCP RE RA REV RN R/UJ RD RM RO SCN SEC SHIT SH SIM SLD 50 5 SIC SPEC SPKR SQ 55 STD STL ST STO STR SUSP SYS TKBD TEL TV THK TNR TPD T /SL T /ST T/W T TYF PANEL PAPER TOWEL DISPENSER PAPER TOWEL RECEPTOR PARKING PAVEMENT PLASTIC PLASTIC LAMINATE PLATE PLYWOOD POLYVINYL CHLORIDE POUNDS PER CUBIC FOOT POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED PREFABRICATE (D) PROPERTY LINE QUARRY TILE RADIUS RAIL (ING) RAILROAD REFERENCE REFRIGERATOR REINFORCE (D), ( ING) REINFORCED CONCRETE PIPE REQUIRED RETURN AIR REVISION (5), REVISED RIGHT HAND RIGHT OF WAY ROOF DRAIN ROOM ROUGH OPENING SCHEDULE SECTION SHEET SHELF, SHELVING SIMILAR STUDENT LEARNING DISABILITIES SOLID CORE SOUTH SOUND TRANSMITTANCE COEFFICIENT SPECIFICATION (5) SPRINKLER SQUARE STAINLESS STEEL STANDARD STEEL STREET STORAGE STRUCTURAL SUSPENDED SYSTEM TACKBOARD TELEPHONE TELEVISION THICK (NESS) THRESHOLD TOILET PAPER DISPENSER TOP OF SLAB TOP OF STEEL TOP OF WALL TOWEL BAR TREAD TYPICAL UNDERCUT UNDERWRITER'S LABORATORY URINAL UNLESS OTHERWISE NOTED VERTICAL VINYL COMPOSITION TILE VOLUME UJATER CLOSET WATER NEATER WATER PROOFING WE IGNT WELDED WIRE FABRIC WEST WIDTH, WIDE WITH WITHOUT WOOD YARD LABORATORY LAMINATE (D) LAVATORY LEFT HAND LENGTH LONG LEG VERTICAL LONG LEG HORIZONTAL LIGHT LOUVER MANHOLE MANUFACTURE (ER) MARKERBOARD MASONRY MASONRY OPENING MAXIMUM MECHANIC (AL) MEDIUM METAL MINIMUM MISCELLANEOUS MULL ION NOISE REDUCTION COEFFICIENT NOMINAL NORTH NOT IN CONTRACT NOT TO SCALE NUMBER ON CENTER (5) OPENING OPPOSITE OVERALL OVERHEAD OUNCE OUTSIDE DIAMETER ALL IDEAS, DRAWINGS, PLANS AND ARRANGEMENTS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND THE PROPERTY OF WAYNE FERRELL, THE ARCHITECT. THEY WERE CREATED FOR AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. THE RIEA& DESIGNS, DRAWINGS, PLANS AND ARRANGEMENTS OF THE SPECIFIED SHALL WITHOUT THEWRIT ENN PE OF THE ARCHITECT. WRITTEN DERE S IN THESE DRA SHALL PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND Be RESPONSIBLE FOR ALL DIMENSIONS DETAILS AND CONDITIONS ON THE JOBS FOR THE ARCHITECTS CLARIFICATIONS AND CORRECTIONS. THE ARCHITECT IS TO Be NOTIFIED BY THE CONTRACTOR PRIOR TO THE CONSTRUCTION OF ANY VARIATIONS OR DISCREPANCY OF THE DIMENSIONS, DETAILS OR CONDITIONS WHICH ARE NOT CLEAR OR SHOWN BY THESE DRAWINGS. THE BUILDER SHALL BE RESPONSIBLE FOR OSTAWNG FROM THE ARCHITECT AND GOVERNMENTAL AUTHORITIES ALL CLARIFICATIONS AND CORRECTIONS TO THESE DRAWINGS THAT ARE ORREC NS ARE NOT THE RESPONS!BIUTY OFTHE N R FOR ARCHITECT. ALL EXTRAS OR CHANGES INCLUDING COSTS SHALL BE APPROVED BY THE OWNER AND THE ARCHITECT PRIOR TO THE CONSTRUCTION OF SAID EXTRAS OR CHANGES. IT 18 THE BUILDER'S RESPONSIBIIJTY TO MAINTAIN A CONSTRUCTION SUPERVISOR ON THE JOS AT ALL TIMES. THE CONSTRUCTION SUPERVISOR SHALL BE AWARE OF AND FOLLOW THE INTENT OF THE DESIGN AT ALL TIMES . WHEN IN OUESTION, THE ARCHITECT SHALL BE THE INTERPRETER OF THE INTENT OF THE DESIGN. ALL EXISTING SURFACE. OVERHEAD, AND SUBSURFACE CONDITIONS NOT DELAYS FORESEEN OR PREDICTED ESPON BRJTY. WNEE DRAWINGS, I UCCTI TO THE CONTRACTOR , SHALL BE MADE THE ARCHITECT. THECONTRACTOR 18 RESPONSIBLE TO READ EVERY NOTE S SPECIFICATION ON THE, OR REFERREDTO BY, THESE DRAWINGS . S'fi OSLGN REVISION MARK NOTE DESIGNATION DRAWING TITLE NORTH DESIGNATION WINDOW TYPE DESIGNATION SECTION / DETAIL DETAIL FRAME OPENING DESIGNATION GLAZING DESIGNATION ROOM DESIGNATION LOUVER DESIGNATION "PI OR "W" PARTITION TYPE SEE SHEET pJ y 1 L5 EJ) SECTION �- DETAIL NUMBER 9 OSOI E --- SHEET ON WHICH DETAIL 15 SHOUJN ALCOVE 103 P0Oe INTERIOR ELEVATION DESIGNATION 1 101 I ELEVATION NUMBER ELECTRICAL LEGEND FLOOD L IGNTS DUPLEX OUTLET 220v OUTLET INCANDESCANT L1G4-4T TELEVISION OUTLET CEILING FAN W/ L IGNT FLOOR MOUNTED DUPLEX OUTLET JUNCTION BOX SWITCH g WALL MOUNTED INCANDESCANT LIGHT TELEPHONE OUTLET FLUORESCENT FIXTURE Q EXHAUST FAN GFI = GROUND FAULT INTERRUPT AC = ABOVE COUNTER WP = WEATHER PROOF PC = PULL CHAIN REVISION NUMBER DRAWING NOTE NUMBER DIRECTION OF NORTH WINDOW TYPE NUMBER E- DETAIL NUMBER F - SHEET ON WHICH DETAIL 15 SHOWN FRAME / OPENING NUMBER GLAZING TYPE ROOM NUMBER LOUVER TYPE NUMBER IP" PARTITION TYPE "W" WALL TYPE WALL RATING TYPE NUMBER E PARTITION REFERENCED REVISIONS BY SELECTIVE DEMOLITION GENERAL A. SECTION REQUIREMENTS 1. (i. 111. EXECUTION A. EXECUTION EARTHWORK GENERAL PRODUCTS Unless otherwise indicated, demolished materials become Contractor's property. Comply with EPA regulations and disposal regulations of authorities having Jurisdiction. Conduct demolition without disrupting Owner's occupation of the building. DEMOLITION Maintain and protect existing utilities to remain in service before proceeding with demolition, providing bypass connections to other parts of the building. If. Locate, identify, shut off, disconnect, and cap off utility services to be demolished. 111. Employ a certified, licensed exterminator to treat building and to control rodents and vermin. iv. Conduct demolition operations and remove debris to prevent injury to people and damage to adjacent buildings and site improvements. v. Provide and maintain shoring, bracing, or structural support to preserve building stability and prevent movement, settlement, or collapse. vi. Protect building structure or interior from weather and water leakage and damage. vii. Protect remaining walls, ceilings, floors, and exposed finishes. Erect and maintain dustproof partitions. Cover and protect remaining furniture, Furnishings, and equipment. viii. Promptly patch and repair holes and damaged surfaces of building caused by demolition. Restore exposed finishes of patched areas and extend finish restoration into remaining adjoining construction. Promptly remove demolished materials from Owner's property and legally dispose of them. Do not burn demolished materials. Remove all existing trip hazards. Remove all abandoned electrical, and mechanical, plumbing systems From site 4 building. I x. x. SITE CLEARING GENERAL A. SECTION REQUIREMENTS i. Protect remaining site improvements Prom damage. Restore damaged work to condition existlnv before start of site clearing. Protect designated 'endangered trees and or 'protected' trees pen state / local govt. if. Protect remaining trees and shrubs from damage and maintain vegetation. Employ a licensed arborist to repair tree and shrub damage. Restore damaged vegetation. Replace damaged trees that cannot be restored to full growth, as determined by arborist. In. Do not store materials or equipment or permit excavation within drip line of remaining trees. fv. Determine location of existing utility services before site clearing. Comply with local utility service requirements. A. SITE CLEARING Install erosion and sedimentation control measures before site clearing. it. Remove trees, shrubs, grass, and other vegetation, site improvements, or obstructions to permit installation of new construction. Removal includes digging out and off -site disposal of stumps and roots. 11f. Strip topsoil. Stockpile topsoil that will be reused in the Work iv. In areas not to be further excavated, fill depressions resulting from site clearing. Place and compact satisfactory soil materials in 6 -inch (150 - mm -) thick layers to density of surrounding original ground. v. Dispose of waste materials, including trash, debris, and excess topsoil, of Owner's property. Burning waste materials on -afte is rot permitted. A. SECTION REQUIREMENTS 11. Do not interrupt existing utilities serving facilities occupied by Owner. Provide all temporary utility services within contract. A. MATERIALS Unauthorized excavation consists of removing materials beyond indicated subgrade elevations or dimensions without direction by Architect. Unauthorized excavation and remedial work shall be at Contractor's e xpense. Satisfactory Soil: ASTM D 2481 soil classification g roups GW, GP, GM, SW, SP, and SM± free of rock or gravel larger than 2 inches (50 mm) in any dimension, debris, waste, frozen materials, vegetation, or other deleterious matter. fi. Unsatisfactory Soil: ASTM D 2481 soil classification groups GC, 5C, ML, MH, CL, CH, OL, 01-4, and PT. lif. Backffll and Fill: Satisfactory soil materials. iv. Subbase: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand, ASTM D 2940, with at least 95 percent passing a I -1/2 -inch (38 -mm) sieve and not more than 8 percent passing a No. 200 (0.01 -mm) sieve. v. Bedding: Subbase materials with 100 percent passing a 1 -inch (25 -mm) sieve and not more than 8 percent passing a No. 200 (0.015 -mm) sieve. vi. Drainage Fill: Washed, evenly graded mixture of crushed stone, or crushed or uncrushed gravel, ASTM D 448, Size 51, with loo percent passing a I -1/2 -inch (38 -mm) sieve and not more than 5 percent passing a No. 8 (2.36 -mm) sieve. EXECUTION A. TERMITE CONTROL GENERAL 4. SECTION REQUIREMENTS PRODUCTS EXECUTION EARTHWORK 1. Protect subgrades and Foundation soils from softening and damage by water, freezing temperatures, or frost. If. Explosives: Do not use explosives. Excavate to subgrade elevations regardless of character of materials and obstructions encountered. iv. Excavate for structures, building slabs, pavements, and walkways. Trim subgrades to required lines and grades. v. Utility Trenches: Excavate trenches to indicated slopes, lines, depths, and invert elevations. Maintain 12 inches (300 mm) of working clearance on each side of pipe or conduit. (1) Place, compact, and shape bedding course to provide continuous support for pipes and conduits over rock and other unyielding bearing surfaces and to fill unauthorized excavations. (2) Place and compact initial backfill of satisfactory soil material or subbase material, free of particles larger than I inch (25 mm), to a height of 12 inches (300 mm) over the utility pipe or conduit. Place and compact final backfill of satisfactory soil material to final subgrade. vi. Plow strip or break up sloped surfaces steeper than 1 vertical to 4 horizontal to receive fill. vii. When subgrade or existing ground surface to receive fill has a density Is than that required for fill, break up g round surface, pulverize, moisture- condition or aerate soil, and recompact. viii. Place backfill and fill in layers not more than 8 inches (200 mm) in loose depth at optimum moisture content. Compact each layer under structures, building slabs, pavements, and walkways to 95 percent of maximum dry density according to ASTM D 1551± elsewhere to 90 percent. ix. Grade areas to a smooth surface to cross - sections, lines, and elevations indicated. Grade lawns, walkways, and unpaved subgrades to tolerances of plus or minus 1 -1/4 inch (32 mm) and pavements and areas within building lines to plus or minus 1/2 inch (13 mm). x. Under pavements and walkways, place subbase course material on prepared subgrades and compact at optimum moisture content to required grades, lines, cross - sections, and thicknesses. xf. Under slabs -on- grade, place drainage fill on prepared subgrade and compact to required cross- section and thickness. x11. Allow testing agency to inspect and test each subgrade and each fill or backfill layer and verify compliance with requirements. x(11. Remove surplus satisfactory soil and waste material, including unsatisfactory soil, trash, and debris, and legally dispose of it oPF Owner's property. i. Submit Product Data. 11. Engage a licensed professional pest control operator to apply termite control solution. A. TERMITiCIDES A. INSTALL Use only termiticides that bear a federal registration number of the U.S. EPA. 1. Provide a working solution in concentrations recommended by manufacturer. 1. Prepare surfaces and apply treatment at rates and concentrations recommended in manufacturer's written instructions. If. Apply termite control to all areas of new construction. 111. Post signs in areas of application warning workers that soil termitfcfde treatment has been applied. Remove signs when areas are covered by other construction. iv. Reapply soil termitfcfde treatment solution to areas disturbed by subsequent excavation or other construction activities following application. CAST -iN -PLACE CONCRETE GENERAL A. SECTION REQUIREMENTS 1. Submit Product Data 11. Comply with ASTM C 94± AC1 301, 'Specifications for Structural Concrete for Buildings'± AC1 318, 'Building Code Requirements for Structural Concrete'± and CRSI's "Manual of Standard Practice.' 111. Engage a qualified independent testing agency to test concrete mixes. PRODUCTS A. MATERIALS 1. Deformed Reinforcing Bars: ASTM A 615, Grade 60 (ASTM A 615M, Grade 420). If. Welded Steel Wire Fabric: ASTM A 185, flat sheets, not rolls. 6X6, "10/ Portland Cement: ASTM C 150, Type 1. iv. Fly Ash: ASTM C 618, Type F. Max. 20% of total of cement 4 fly ash. B. MIXES EXECUTfON x11. Nonslip Aggregate: Factory - produced, rustproof, nonglazing, fused aluminum -oxide granules or crushed emery, unaffected by freezing, moisture, and cleaning materials. x111. Dry -shake Color hardener: Packaged, dry combination of materials consisting of portland cement, graded quartz aggregate, nonfading mineral -oxide coloring pigments, and plasticizing admixture. Color as selected by Architect. Note: For all exterior walks use dry -shake color hardener u.o.n. in place of plain concrete. Proportion normal - weight concrete mixes to provide the following properties: A. CONCRETING f. 11. Set water stops where indicated to ensure Joint watertightness. 111. Place vapor retarder on prepared subgrade, with Joints lapped 6 inches (150 mm) and sealed. iv. Accurately position, support, and secure reinforcement. v. install construction, isolation, and control Joints. vi. Place concrete in a continuous operation and consolidate using mechanical vibrating equipment. vii. Protect concrete from physical damage or reduced strength due to weather extremes during mixing, placing, and curing. Formed Surface Finish: Smooth- formed finish for concrete exposed to view, coated, or covered by waterproofing or other direct - applied material± rough - Formed finish elsewhere. fx. Unformed Slab Finishes: Scratch ffnfsh for surfaces to receive mortar setting beds. Float finish surfaces for interior steps and ramps and surfaces to receive waterproofing, roofing, or other direct- applied material. Troweled finish for floor surfaces and floors to receive floor coverings, paint, or other thin film- ffnfsh coatings. Trowel and fine broom finish for surfaces to receive thin -set tile. Nonslip broom finish to exterior concrete platforms, steps, and ramps. x. Uniformly spread 25 lb/100 sq. ft. (1.5 kg /sq. m) of dampened nonslip aggregate over float - finished paving surface, tamp, and expose nonslip aggregate. xi. Apply dry -shake color hardener to float finished surface, repeating float finishing to embed each application. Apply final trowel finish. x11. Cure formed surfaces by moist curing until Forms are removed. x111. Begin curing unformed concrete after finishing. Keep concrete continuously moist for at least 1 days. xiv. Owner will engage a testing agency to perform tests and to submit teat reports. x v. Aggregates: ASTM C 33, Class 4S. vf. Fiber Reinforcement: ASTM C 1116, Type III, engineered polypropylene fibers. v11. Air- Entraining Admixture: ASTM C 260. Chemical Admixtures: ASTM C 494 fx. Water Stops: Flat dumbbell or center -bulb type, of either rubber (CRD C 513) or PVC (CRD C 512). (1) (2) (3) (4) Vapor Retarder: Clear 6 -mil- (02-mm -) thick polyethylene. Liquid Membrane - Forming Curing Compound: ASTM C 309, clear, Type I, Class B, waterborne. Construct formwork and maintain tolerances and surface irregularities within ACI 111 limits of Class A for concrete exposed to view and Class C For other concrete surfaces. Protect concrete From damage. Repair surface defects in concrete. ROUGH CARPENTRY GENERAL A. SECTION REQUIREMENTS 1. Submit model code evaluation reports For engineered wood products. PRODUCTS A. LUMBER, GENERAL f. B. TREATED MATERIALS Compressive Strength: 2500 psi (11.3 MPa) at 28 days. Slump Limit: 4 inches (100 mm) at point of placement. Water - Cement Ratio: 0.45 maximum at point of placement. Air Content: 5.5 to 1.0 percent for concrete exposed to freezing and thawing, 2 to 4 percent elsewhere. Dressed lumber, 545, 19 percent maximum moisture content for 2 -inch (38 -mm) thickness or less, marked with grade stamp of inspection agency. f. Preservative- Treated Materials: AWPA C2 lumber and AWPA C9 plywood, labeled by an inspection agency approved by ALSC's Board of Review. After treatment, kiln -dry lumber and plywood to 19 and 15 percent moisture content, respectively. Treat indicated items and the following: Wood members in connection with roofing, flashing, vapor barriers, and waterproofing. Concealed members In contact with masonry or concrete. Wood framing members less than 18 inches (460 mm) above grade. Wood Floor plates installed over concrete slabs directly in contact with earth. 11. Fire- Retardant - Treated Materials: AWPA C20 lumber and AWPA C21 plywood, interior Type A treatment, labeled by a testing and inspecting agency acceptable to authorities having Jurisdiction. C. D. ENGINEERED WOOD PRODUCTS v. 111. Mfcrolam Be ams: Laid up from wood strands with exterior -type adhesive complying with ASTM D with grain of strands parallel to their lengths. (1) Extreme Fiber Stress in Bending: 2900 psi (20 MPa) for 12 -inch nominal- (286 -mm actual -) depth members. (2) Modulus of Elasticity: 2,000,000 psi (13 800 MPa). (3) Fy = 285 psi iv. Prefabricated Wood 1- Joists: Made from stress- graded lumber flanges and wood -based structural -use panel webs with exterior -type adhesive complying with ASTM D 2559. (1) Structural Capacities: Establish and monitor structural capacities according to ASTM D 5055. E. PANEL PRODUCTS (1) Factory mark panels evidencing compliance with grade requirements. Panels with span ratings required by support spacing indicated. Combination Subfloor- Underlayment: APA -rated Sturd -I- Floor, Exposure 1. Subflooring: APA -rated sheathing, Exposure I. liJall Sheathing: APA -rated Structural 1 sheathing, Exposure I. Roof Sheathing: APA -rated Structural I sheathing, Exterior. Plywood Underlayment For Resilient Flooring: APA B -C Underlayment Exterior plywood panels with Fully sanded face. Plywood Underlayment for Ceramic Tile: APA - rated, Underlayment grade, exterior plywood, 5/8 inch (15.9 mm) thick. Plywood Underlayment for Carpet: APA Underlayment Exposure 1 plywood panels with fully sanded Face. Particleboard underlayment: ANSI 4208.1, Grade PBU. Hardboard Underlayment: ANSI /ANA A135.4, Class 4 (Service), S1S± with back side sanded. iv. (1) Non -Load- Bearing Interior Partitions: Standard, Stud, or No. 3 grade: Mixed southern pine: SPIB (2) Framing Other Than Non- Load - Bearing Partitions: Construction or No. 2 grade: Southern pine: SPIB (3) Exposed Framing: Select Structural grade, hand - selected: Southern pine: SPIB iL Timbers 5 -inch Nominal (Ill -mm Actual) Size and Thicker: Southern pine, No. 1 Dense per SPIB rules 111. Concealed Boards: 19 percent maximum moisture content: Mixed southern pine: No. 2 per SPIB rules Iv. Miscellaneous Lumber: No. 3 or Standard grade of any species For nailers, blocking, and similar members. ff. Laminated- Veneer Lumber: Laminated with an exterior -type adhesive complying with ASTM D 2559, with grain of veneers parallel to their lengths. (1) Extreme Fiber Stress in Bending: 2500 psi (11 MPa) for 12 -inch nominal- (286 -mm actual) depth members. (2) Modulus of Elasticity: 2,000,000 psi (13 800 MPa). (1) Use treated lumber and plywood with bending strength, stiffness, and fastener - holding capacities that are not reduced below values published by manufacturer of chemical formulation under elevated temperature and humidity conditions. LUMBER Dimension Lumber: The following grades per inspection agency indicated. Engineered wood products acceptable to authorities having Jurisdiction and with allowable design stresses, as published by manufacturer, that meet or exceed those indicated. Manufacturer's published values shall be demonstrated by comprehensive testing. Wood -Based Structural -Use Panels: DOC PS 2. Provide plywood complying with DOC P5 1, where plywood is indicated. Fiberboard Sheathing: ANSI /AHA A194.1, Type IV, Class 1, viz inch (13 mm) thick Gypsum Sheathing Board: ASTM C 19 water - resistant core. Glass- Fiber - Surfaced Gypsum Sheathing Board: ASTM C 19, water - resistant core, surfaced on face and back with glass -fiber at with alkali - resistant coating. vii. Extruded Cellular Polystyrene Sheathing: ASTM 0 518, Type IV, with T 4 G or shiplap long edges. viii. Polyisocyanurate Foam Sheathing: FS hH -I- 1912/1, Class 1 or 2± with aluminum foil facings. Foam - plastic core and facings shall have flame spread of 25 or less, when tested individually. F. MISCELLANEOUS PRODUCTS 1. Air- Infiltration Barrier: ASTM D 226, Type I, No. 15 asphalt Felt, unperforated if. Fasteners: Size and type indicated. Where rough carpentry is exposed to weather, in g round contact, or in area of high relative humidity, provide fasteners with a hot -dip zinc coating per ASTM A 153 or of Type 304 stainless steel. (1) Power - Driven Fasteners: CABO NER -212. (2) Bolts: Steel bolts complying with ASTM A 301, Grade A (ASTM F 568, Property Class 4.6)± with ASTM A 563 (ASTM A 563M) hex nuts and, where indicated, flat washers. 111. Metal Framing Anchors: Hot -dip galvanized steel of structural capacity, type, and size indicated. 5111- Sealer: Glass -fiber insulation, 1 -inch (25 -mm) thick, compressible to 1/32 inch (0.8 mm). Adhesives for Field Gluing Panels to Framing: APA AFG -01. SEE CONTINUATION ON S- EETA.1.2 REVISIONS BY • • 4 C^ P E C� U 0 O in .4 av qp O C•2 • CV co • �� • C f:17 CV o ff rn w 5� E., CA Og w; U 0 z • 0 C �2 47 CV .44 to N Q � O cc 4.1 40 04 0 0 r. Ei co � 1 0 �� a o O H 0 t . , co w 44 -44 F • O cal 0 c .9 co DRAWN CHECKED SKP C.W.F DATE March 12, 2001 SCALE: 1" = 1" JOB NO. SHEET A00604 A•14 SHEET 3 OF 14 CONTINUED 1ROM s- EETA•1.1 EXECUTION A. INSTALLATION A. C. f. Fit rough carpentry to other constructfont scribe and cope for accurate fit. Correlate location of furring, blocking, and similar supports to allow attachment of other construction. 11. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following: (1) CABO NER -212 for power - driven staples, P- nails, and allied fasteners. (2) Published requirements of metal Framing anchor manufacturer. (3) 'Table 1105.1 -- Fastening Schedule' of the Standard Building Code 11f. Use hot -dip g alvanize d or stainless -steel nails where rough carpentry is exposed to weather, in g round contact, or in area of high relative humidity. iv. Installation of Structural -Use Panels: Comply with applicable recommendations contained in APA Form No. E30 and as follows: v. NOTE: MISCELLANEOUS CARPENTRY PRODUCTS B. TREATED MATERIALS 1. Preservative- Treated Materials: AWPA 02 lumber and AWPA C9 plywood, labeled by an inspection agency approved by ALSC's Board of Review. After treatment, kiln -dry lumber and plywood to 19 and 15 percent moisture content, respectively. treat indicated items and the following: (1) Wood members in connection with roofing, flashing, vapor barriers, and waterproofing. (2) Concealed members in contact with masonry or concrete. (3) Wood Framing members less than 18 inches (460 mm) above grade. (4) Wood floor plates installed over concrete slabs directly in contact with earth. if. Fire- Retardant - Treated Materials: AWPA C20 lumber and AWPA C21 plywood, interior Type A treatment, labeled by a testing and inspecting a g ency acceptable to authorities having Jurisdiction. vi. iv. v. (1) Combination Subflooring- Underlayment: Glue and nail to Framing. (2) Subflooring: Glue and nail to framing. (3) Sheathing: Nail to framing. (4) Underlayment: Nail or staple to subflooring. Nailing at windows. (1) Width 6' -3' or smaller use 2- .091'0 x244' long nails at 16' o.c. - Four sides vii. Nailing at sliding g lass doors. (1) LUMBER, GENERAL Dressed lumber, S46, 19 percent maximum moisture content For 2 -inch (38 -mm) thickness or less, marked with g rade stamp of inspection agency. LUMBER Interior Partition Framing: Standard, Stud, or No. 3 g rade: Mixed southern pine: SPIB Other Framing: Construction or No. 2 g rade: Southern pine: SPIB Exposed Boards: Match Existing. Concealed Boards: Mixed southern pine, No. 2 Miscellaneous Lumber: No. 3 or Standard g rade of any species for nailers, blocking, and similar members. D. INTERIOR WOOD TRIM E. PANEL PRODUCTS Wood -based Structural -use Panel Roof Sheathing Shall Be Rated For Exposure 4 1 Have A Minimum Nominal Thickness Of 19/32 Inches And Shall Be Continuous Over Two Or More Spars With Face Grain Perpendicular To Supports. Span Rating PANEL INDENTIFICATION INDEX Is 32/16. Maximum Span If Block Or Other Edge Supports Is 32'. Maximum Span Without Edge Support Is 28'. Plywood To Be Type CDX. 8d ring shank nails at 6' typical. At gable ends, use 8d ring shank nails at 4' o.c. typical for first three trusses. use 2- .091'4) x2''4' long nails at 16' o.c. top and bottom and at fixed Jamb. 1. Softwood Trim: Eastern white, Idaho white, lodgepole, ponderosa, or sugar pine* grade B 4 Btr Select or Supreme. 1f. Wood Molding Patterns: Stock moldings indicated, made to patterns included in WMMPA WM 1 and g raded under W'MMPA WM 4± N- Grade for transparent finish. 111. Clothes Rods: 1 -1/2 -inch- (38 -mm -) diameter, clear, kiln -dried hardwood rods. 1. Wood -Based Structural -Use Panels: DOC P5 2. Provide plywood complying with DOC PS 1, where plywood is indicated. (I) Factory mark panels evidencing compliance with g rade requirements. (2) Miscellaneous Concealed Panels: APA -rated sheathing, Exposure 1, span rating to suit framing in each location. (3) Miscellaneous Exposed Plywood: A -D Interior, thickness as indicated. Wood -based Structural -use Panel Roof Sheathing Shall Be Rated For Exposure "1 Have A Minimum Nominal Thickness OF 19/32 Inches And Shall Be Continuous Over Two Or More Spans With Face Grain Perpendicular To Supports. Span Rating PANEL INDENTIFiCATION INDEX Is 32/16. Maximum Span If Block Or Other Edge Supports Is 32'. Maximum Span Without Edge Support Is 28'. Plywood To Be Type CDX. if. Particleboard: Comply with and factory mark each panel according to ANSI A208.1. (I) Particleboard Underlayment: Grade PBU. Hardboard Underlayment: ANSI /ANA 4135.4, Class 4 (Service), 51St with back side sanded. F. FASTENERS (1) EXECUTION A. INSTALLATION WOOD ROOF TRUSSES GENERAL PRODUCTS Fasteners of size and type indicated. Where carpentry 1s exposed to weather, in g round contact, or in area of high relative humidity, provide Fasteners with a hot -dip zinc coating per ASTM A 153 or of Type 304 stainless steel. Power - Driven Fasteners: CABO NER -212. 1. Fit carpentry to other constructions scribe and cope for accurate fit. Correlate location of furring, blocking, and similar supports to allow attachment of other construction. 11. Securely attach carpentry work as indicated and according to applicable codes and recognized standards. iIT. Countersink nail heads on exposed carpentry work and fill holes with wood Filler. Tv. Installation of Structural -Use Panels: Comply with applicable recommendations contained in APA Form No. E30. v. Install wood trim with minimum number of Joints practical, using full - length pieces from maximum lengths of lumber available. Cope at returns and miter at corners to produce tight - fitting Joints with full - surface contact throughout length of Joint. Use scarf Joints for end -to -end Joints. (1) Match color and grain pattern across Joints. (2) Install trim after g ypsum board Joint finishing operations are completed. (3) Install to tolerance of 1/8 inch in 96 inches (3 mm in 2400 mm) for level and plumb. Install adJoining trim with 1/32 -inch (0.8- mm) maximum offset for flush installation and 1/16 -inch (1.6- mm) maximum offset for reveal installation. A. SECTION REQUIREMENTS Engineer, fabricate, and erect metal- plate - connected wood trusses to withstand design loads without exceeding deflection limits of ANSI/7P' 1, "National Design Standard For Metal- Plate - Connected Wood Truss Construction.' 11. In addition to Product Data, submit Shop Drawings and structural analysis data, signed and sealed by a qualified proFessfonal engineer engaged by the fabricator who is registered in Florida. Engage a fabricator who participates in a recognized quality- assurance program that involves inspection by an independent inspecting and testing agency acceptable to authorities having Jurisdiction. iv. Comply with ANSI /TPI It TPI NIB, 'Commentary and Recommendations for Handling Installing 4 Bracing Metal Plate Connected Wood Trusses'± and AFPA's "National Design Specification for Wood Construction' and its 'Supplement.' v. A. MATERIALS B. FABRICATION Comply with the following: WW1_ Top Chord Bottom Chord WDL Top Chord Bottom Chord 2Opsf 5psf 20psf 5psf Wind 110 mph Top Chord of trusses to be "2 Southern Pine 1. Dimension Lumber: Comply with DOC P5 20, 'American Softwood Lumber Standard,' any species, graded visually or mechanically. 11. Connector Plates: Structural- quality steel sheet, zinc coated, complying with ASTM A 653, Grade 33, G60 (ASTM A 653M, Grade 230, 2180) coating designation* at least 0.0359 inch (0.91 mm) thick Fasteners: Hot -dip galvanized per ASTM A 153 or stainless steel, Type 304 or 316, where exposed to weather or to high relative humidities. Size and type indicated. fv. Metal Framing Anchors: Manufactured from hot -dip, zinc- coated steel sheet complying with ASTM A 653, G60 (4STM A 653M, 2180) coating designation* structural, commercial, or lock - forming quality, as standard with manufacturer for type of anchor indicated. 1. Fabricate wood trusses within manufacturing tolerances of AN51 /TPI 1 and connect truss members by metal connector plates. 11. Contractor responsible to verify all truss sizes to fit as built Job conditions. EXECUTION A. INSTALLATION Install and brace trusses according to recommendations of TPI. Space trusses as fndfcated* install plumb, square, and true to (fret and securely Fasten to supporting construction. 11. Anchor trusses securely at all bearing points using metal framing anchors and fasten securely. fif. Securely connect each truss ply required for forming built -up girder trusses. Anchor trusses to girder trusses. iv. Install and fasten permanent bracing during truss erection. Anchor ends of permanent bracing where terminating at walls or beams. v. Install wood trusses within installation tolerances of AN51 /TPI 1. Do not alter, cut, or remove truss members. vi. Remove and replace wood trusses that are damaged or deficient. vii. Provide minimum 1x4 bracing of all 2x members at a maximum of 8' -0' o.c. including bottom chord of trusses and diagonal members. Indicate all reactions including uplift. Indicate wind velocity, height above g rade, and connections of trusses to trusses, including valley sets. NOTE: THE TRUSS LAYOUT SHOWN ON THE DRAWINGS MAY BE ALTERED BY THE TRUSS SUPPLIER PROVIDED THAT 71-4E ENGINEER OF RECORD 15 NOTIFIED OF ANY REv(S1ON5 TO THE ROOF SUPPORT LOCATIONS. IF THE TRUSS SUPPLIER MAKES REv1S1ON5 WITHOUT NOTIFICATION TO 71-4E ENGINEER, THE TRUSS SUPPLIER ASSUMES FULL RESPONSIBILITY FOR THE STRUCTURAL DESIGN OF THE SUBSTRUCTURE, INCLUDING WALLS, POSTS, AND FOUNDATIONS. EXTERIOR ARCHITECTURAL WOODWORK GENERAL A. SECTION REQUIREMENTS 1. Submit Shop Drawings. 11. Quality Standard: Architectural Woodwork Institute's 'Architectural Woodwork Quality Standards' PRODUCTS JJ• EXECUTION MASONRY GENERAL A. MATERIALS f. Hardboard: ANA 4135.4. 11. Softwood Plywood: P5 1. 111. Preservative Treatment: Comply with NWWDA 1.5.4 for items indicated to receive water - repellent preservative treatment. iv. Fasteners for Exterior Woodwork: hot -dip g alvanized steel nails. EXTERIOR WOODWORK L Complete fabrication before shipping to ProJect site to maximum extent possible. Disassemble only as needed for shipping and installing. Where necessary For fitting at Project site, provide for scribing and trimming. (1) Assemble casings in plant, unless limitations of access to place of installation require field assembly. 11. Backout or g roo ve backs of Flat trim members, and kerf backs of other wide, flat members, except for members with ends exposed In finished Work iii.. Exterior Standing and Running Trim: Premium Grade, made from any closed -grain hardwood listed in referenced woodworking standard fv.. Exterior Ornamental Work: Premium Grade, made from any closed - grain hardwood listed in referenced woodworking standard. v. Exterior Frames and Jambs: Premium Grade, made from any closed - g rain hardwood listed in referenced woodworking standard. v1.. Shop prime woodwork For paint finish with one coat of specified wood primer. (1) Backprime with one coat of primer. Apply 2 coats to items installed over concrete or masonry. vii. Shop seal woodwork for transparent finish with stain (1f required), other required pretreatments, and first coat of specified finish. (1) Backprime with one coat of sealer compatible with finish. Apply 2 coats to items installed over concrete or masonry. A. INSTALLATION 1. Install woodwork to comply with AWI Section 110 For g rade specified. 11. Install woodwork level, plumb, true, and straight. Shim as required with concealed shims. install to a tolerance of I/8 inch in 96 inches (3 mm in 2400 mm) for level and plumb. (1L Scribe and cut woodwork to fit adJofnfng work, seal cut surfaces, and repair damaged finish at cuts. iv. Install trim with minimum number of Joints possible, using full - length pieces to the great extent possible. Stagger Joints in adjacent and related members. A. SECTION REQUIREMENTS T. Minimum compressive strength of block shall be 2000 psf (net area). fi. Minimum prism strenght (f'm) shall be 1500 psi, U.ON. 111. Mortar for masonry shall be type 5 or M. iv.. Grout for block cell fill shall have a minimum compressive strength of 3000 psi at 28 days. WOOD 1E,41:DER SC4EDULE OPENING SIZE 0' -0' TO 3' -4' 3' -5' TO 5' -4' 5' -5' TO 1' -1' TO 9' -6' HEADER 512E 2 -2x8 2 -2x8 2 -2x10 2 -2x12 CRIPPLE STUDS 1 STUD 1 STUD 2 STUD 2 STUD USE 1/2' PLYWOOD 45 SPACER OR USE 4x2 HEADER EVERYWHERE. GENERAL DESIGN CRITERIA STANDARD BUILDING CODE 1994 EDITION AMERICAN NATIONAL STANDARD ANSI /ASCE 1 -93 -1994 SOUTH FLORIDA BUILDING CODE 1999 SBCCI SST lm - DESIGN WIND SPEED = 110 MPH, IMPORTANCE FACTOR = 1.05 ALL DOORS AND WINDOWS MUST COMPLY WITH SSC WIND LOADING REQUIREMENTS, INCLUDING THE MANUFACTURER'S RECOMMENDED ATTACHMENTS SECOND FLOOR LIVE LOAD = 40psf ROOF LiVE LOAD = 20 psf SOIL BEARING CAPACITY ASSUMED TO BE A MINIMUM OF 2500 PSF FOR DADE COUNTY - P.E. RAFAEL PiNA "50111 GENERAL NOTES USE DURO -ROCK BRAND CORROSSION MOISTURE RESISTANT CEMENTITIOUS BOARD FASTENERS 61 8' FIELD 4' EDGE 1 -1/4' LONG MADE BY U.S. GYPSUM UPC *081-099-003914 LEAVE 2 SPACES MIN 45 SPARE ON ALL ELECTRICAL PANELS GENERAL CONTRACTOR SHALL VERIFY LOCATION OF ALL MECHANICAL LiNES BEFORE CASTING FOUNDATIONS OR CAST PROTECTION AROUND LiNES A5 REQUIRED. CONTRACTOR TO HAVE SURVEYORS TO SOOT LINES FOR PLACEMENT OF FOUNDATIONS TO VERIFY THEY ARE WITHIN GOVERNMENT SETBACKS 4 GOVERNMENT UTILITY EASEMENTS. ALL FILL UNDER SLABS AND FOUNDATIONS SHALL BE COMPACTED TO 950 OF MAXIMUM DENSITY (MODIFIED PROCTOR TEST) AT OPTIMUM MOISTURE CONTENT. FOUNDATION DESIGN BASiS CONTINUOUS STRIP FOOTINGS AND SPREAD FOOTINGS ARE DESIGNED WITH AN ALLOWABLE SOIL BEARING PRESSURE OF 2500 PSF FOR BROWARD COUNTY - 2000 PSF FOR DADE COUNTY. IF SOIL OF THIS CAPACITY 15 NOT AVAILABLE, NOTIFY THE ENGINEER FOR CORRECTIVE DETAILS. WARNING THE STRUCTURAL INTEGRITY OF THE ADDITION SHOWN ON THESE PLANS 15 DEPENDENT UPON COMPLETION ACCORDING TO PLANS AND SPECIFICATIONS. STRUCTURAL MEMBERS ARE NOT SELF- SUPPORTING DURING CONSTRUCTION AND REQUIR TEMPORARY BRACING UNTIL PERMANENTLY AFFIXED TO STRUCTURE AS DIRECTED. THE STRUCTURAL ENGINEER ASSUMES NO LIABILITY FOR THE STRUCTURE DURING CONSTRUCTION, UNLESS THE CONSTRUCTION METHOD AND BRACING ARE INCLUDED IN THE PLANS AND SPECIFICATIONS OR ARE SUPERVISED BY THE STRUCTURAL ENGINEER DURING CONSTRUCTION. GENERAL NOTES 1. The g en era l Contractor (GC) shall verify all existing conditions in the field prior to the bid 4 execution of any work. The G.C. shall carefully survay the existing Job conditions to verify them. 2. The GC shall verify all dimensions fn the field - dimensions take priorityy over scale, direction to align takes priority over dimensioning, dimensioning scale and alignment, bu11[ding set backs and height limits. 3. Any discrepancies between the contract documents and existing conditions shall be reported to the architect prior to the GC's execution of any work.. 4. Refer to the structural drawings for all - structural sizes and information (all Dimensions shown in the architectural drawings are for location purposes only). 5. All work shall conform to the SSBC /SFBC code, County planning agency, in addition to all codes, (federal, state and local regulations). Hurricane talcs are to be followed. 6. The building shall comply with all current energy requirements and calculations. 1. All dimensions are from face of studs unless otherwise noted. 8. The GC shall ensure that existing work on the site 1s protected at all times. And shall replace and damaged work to the satisfaction of the owner. 9. The GC shall be responsible for the design, construction and coordination of all mechanical, electrical, plumbing and fire protection work. This includes any drawings, shop drawings, details, calculations ect, that may be required to properly execute this work. Location of lighting devices, mechanical equipment, plumbing fixtures, and fire- protection devices show on the architectural drawings are for location reference only. Locations, quantities and code compliance of all electrical, mechanical, plumbing and ffre- protection devices are the sole responsibility of the GC. Any relocations, additions or indications to be made in the mechanical, electrical, plumbing and fire - protection systems as required by the building inspector or regulatory agencies, or vlsable existin conditions s hall be performed by the GC at no additional expense to the owner. all existing abandoned electrical, mecanical, systems are to be removed From Job -site. 10. The architect is not responsible for the coordination, completeness, locations, or content of any consultants of contractors. II. All interior non -load bearing partitions shall be comprised of 2x4 wood or metal studs 16' o.c. or as shown. 12. Paint: all painted surfaces to receive 1 - primer coat, and 1- finish coat. Colors to be selected by the owner 13. Accessory back -up plates: Install back -up plate gaskets behind all in wall- mounted accessories as required. 14. Weatherstripping shall be provided at all doors and windows that separate heated space from unheated space, or the building exterior (inc. garage doors and at furnace closets). Infiltration shall not exceed .5 cu. Ft/min/sq.Ft. with a pressure cliff. Of 1.561 per (wind load of 25 mph). 15. At exterior building Joints shall be filled with sealant. 16. Heating ducts shall be constructed, installed and insulated per the local mechanical code. All duct Joints shall be airtight. Ducts in uncondltfoned space shall be insulated with min. 1' mineral fiber insulation. Duct insulation shall have a flame spread not over 25 and smoke rating rot over 100. 11. The new thermostat shall be automatic, w /delay for effeniancy night set -back with integral clock with integral clock with settings for 2- periods in 24 hours. 18. All Faucets and shower -heads to be flow restricting (not to exceed 2.1S GPM). 19. Proved an insulation blanket (R -12) around all water heaters. 20. Provide pipe insulation (R -3) on both hot and cold pipes 5' from the wter heater. 21. Gas cooking appliances shall have electronic pilots. 22. All toilets to be low water volume usage type. 23. This set of contract documents incorporates hurricane or structural calculations, and energy use calculations (by others) . Paid by owner. 24. All exterior windows are per energy calculations. 25. Architect is here by e lver access to make photographs, videos, images etc. of protect 4 promote 4 publish such images and articles in a free and unrestricted manner, place 3'0' x 4'0' sign at site front as needed by architect. 26. One note on one drawing is applicable to all drawings 21. The architect is the final interpreter of the drawing and any discrepancies there in. 28. Or remodels all materials, textures and colors are to match existing, to completely blend in visually u.o.n. Or new homes all materials, textures and colors are to match nefborhood association rules and or codes of any kind g o verning such things. REVISIONS BY w 0 z • O d E l H °z F --T-- F ..._ ni a, I - O E 4 • 1 0 °E., c4 • a o • 4 LCD 4 r � x Zw: ::: a 0 0 ^ c� cO 0 LCD CV CV C•D DRAWN SHEET JOB NO. SKP CHECKED C.W.F DATE March 12, 2001 SCALE: 1" = 1" A00604 A •1•2 SHEET 4 OF 14 NEW CONCRETE FLOOR SLAB EXISTING C.L.F.TO BE REMOVED EXISTING 3' HIGH WALL TO BE REMOVED EXISTING PLANTE TO BE REMOVE N 1o' -o" REQD. SETBACK 10' -4 "t 4' -2" 31.01' 3 *.4Q' PLANTER r ArrgOlk 1 A EXISTING r ow • ONE ILDING PL 4 2.83 ROOF NOTE MATCH EXISTING ROOF SLOPES .P. 91ST TPRRACI 0 21 95' o OQ 93.1 2'� H N N co 0 0 L Note: Entire House Existing And Proposed To Be Reroofed With Concrete Roof Tiles 0 , 10' -0 REQD SE TBA c.X OVERALL SITE /ROOF PLAN SCALE: 1/16" = 1' ' -6" C.B.S. WALL ' -2" C.B.S. WALL NOTE CONTRACTOR TO HAVE SURVEYORS SHOOT LINES FOR PLACEMENT OF FOUNIDATIONS TO VERIFY THEY ARE WITHIN GOVERNMENT SETBACKS 4 GOVERNMENT UTILITY EASEMENTS. 4 HEIGHT LIMITS. 4 C.B.S. WALL 0 0 7 — R/W LINE REVISIONS BY // A A w �a U 4 w O 0 ca CA DRAWN SKP CHECKED C -W•F DATE March 12, 2001 SCALE: 1/16" = 1' JOB NO. A00604 SHEET A *2• SHEET 5 OF 14 DENOTES EXIST NG WINDOWS DOORS AREA TO BE DEMOLISHED IN EXISTING ONE STORY RESIDENCE IS NDICATED BY HIDDEN LINES. \O 3 HATCHED WALLS = NEW CONSTRUCTION DASHED WALLS TO BE REMOVED LARGE HATCN ON PLAN DENOTES EXISTING HOUSE DENOTES EXISTING AREA EXISTING NEW SLAB NEW UNDER A/C 2871 SQ F.T 1610 SQ F.T 201 SQ F.T 100, SQ ET 3. ROOF ANCHORAGE SHALL SE CHECKED, FOR ALL EXISTING ROOF, AND COMPLY WITH THE M N. REQUIREMENTS OF THE CODE. PERMANENT ROOF BRACING SHALL E3E PROVIDED AT GABLE ENDS. 4. ALL BEDROOMS AND LIVING AREAS TO COMPLY WITH SECTION 3111.2(b) CHECK FOR EGRESS WINDOWS IN THESE LOCATIONS. 5. G.F.C.I. OUTLETS SHALL SE PLACED AT ALL WET LOCATIONS. 6. PLACE SMOKE DETECTORS IN ALL REQUIRED LOCATIONS. �. PROVIDE DIAGONAL BARS AT INSIDE CORNER AGAINST EXISTING. NOTE: 1. ENTIRE NOUSE TO BE SHUTTERED. 2. CHECK TIE DOWN ANCHORAGE BETWEEN FOUNDATION AND TIE BEAM, ANCHORAGE S NAVE A 4 5 VERTICAL RE -BAR ENCASED IN CONCRETE OR MORTAR AND LAPPED A MIN 30" See Detail A : Ar ezeN•Rs 2L1 `AfAY SPAcfw. FOUNDATION 2 "x12" WOOD LEDGER W/ 5/8 "x6" EXPANSION BOLTS ® 24" 0.C. DE I AI N.T.S. 0 0 WOOD TRELLIS ABOVE TIE BEAM - 0 5REBAR 12' O.G. 4 SITTI \G AREA BEDROOM 18' -0 "x14' -0" RADIUS 2' u '-7 1/ 2" 5' -0" 6' -3 3/4" NEW 12" X 12" COLUMNS 10' -10" 5' -0" u 6' -3 3/4" / 26' -6" 33 -0" 6' -9" NEW CONCRETE DECK 7' -1 1/2" NOTE: CONTRACTOR TO MATCH NEW FINISH WITH EXISTING ADJACENT FINISHES 10' -6" SCALE 1/2" = 1' -0" RELOCATE CRAWL SPACE TO EAST SIDE OF BUILIDING \EW ,AGkED 0PE\11 \� AXIS 11' -6" 11 "2' -0" 9' -2" 2' -0" 2 11" ( ( ( �7 BREAKFAST AREA 4'- 0 "x8' -0" i)e SCALE 1/4' = 1' -0" KITCHEN 23' -3 "x16' -0" 4' -4" 0 ttl 1 3'- 0" 5' -0" Upper Cabinets NEW ARCHED OPENING FROM EXISTING BUILDING TO PROPOSED KITCHEN 20 _11„ SEE ELEV. BELOW I \C� 4,\D FOlz)OSED =1 OOR Pl /4\ 3' -8" Apr A n Al o �. N 19' -9" REVISIONS BY • 114 dr4 • Q •_• " 0 _t -o C/) C wp 0 c ix . 0 o � o ti c � 0C up u CID ID 00s NO WIDTH NIGHT LUf \BOLUS 1 NO 60" x 80" WIDTH HEIGHT DISCRIPTION 2 1 © 60" x 48" SINGLE HUNG ALUMINUM WINDOW (4) 1 (s) 60" x 36" GLASS BLOCK 3 60" x 48" SINGLE HUNG ALUMINUM WINDOW 0 3 24" x 48" SINGLE HUNG ALUMINUM WINDOW (ID) 1 36" x 60" SINGLE HUNG ALUMINUM UJINDOUJ © DENOTES EXIST NG WINDOWS DOORS AREA TO BE DEMOLISHED IN EXISTING ONE STORY RESIDENCE IS NDICATED BY HIDDEN LINES. \O 3 HATCHED WALLS = NEW CONSTRUCTION DASHED WALLS TO BE REMOVED LARGE HATCN ON PLAN DENOTES EXISTING HOUSE DENOTES EXISTING AREA EXISTING NEW SLAB NEW UNDER A/C 2871 SQ F.T 1610 SQ F.T 201 SQ F.T 100, SQ ET 3. ROOF ANCHORAGE SHALL SE CHECKED, FOR ALL EXISTING ROOF, AND COMPLY WITH THE M N. REQUIREMENTS OF THE CODE. PERMANENT ROOF BRACING SHALL E3E PROVIDED AT GABLE ENDS. 4. ALL BEDROOMS AND LIVING AREAS TO COMPLY WITH SECTION 3111.2(b) CHECK FOR EGRESS WINDOWS IN THESE LOCATIONS. 5. G.F.C.I. OUTLETS SHALL SE PLACED AT ALL WET LOCATIONS. 6. PLACE SMOKE DETECTORS IN ALL REQUIRED LOCATIONS. �. PROVIDE DIAGONAL BARS AT INSIDE CORNER AGAINST EXISTING. NOTE: 1. ENTIRE NOUSE TO BE SHUTTERED. 2. CHECK TIE DOWN ANCHORAGE BETWEEN FOUNDATION AND TIE BEAM, ANCHORAGE S NAVE A 4 5 VERTICAL RE -BAR ENCASED IN CONCRETE OR MORTAR AND LAPPED A MIN 30" See Detail A : Ar ezeN•Rs 2L1 `AfAY SPAcfw. FOUNDATION 2 "x12" WOOD LEDGER W/ 5/8 "x6" EXPANSION BOLTS ® 24" 0.C. DE I AI N.T.S. 0 0 WOOD TRELLIS ABOVE TIE BEAM - 0 5REBAR 12' O.G. 4 SITTI \G AREA BEDROOM 18' -0 "x14' -0" RADIUS 2' u '-7 1/ 2" 5' -0" 6' -3 3/4" NEW 12" X 12" COLUMNS 10' -10" 5' -0" u 6' -3 3/4" / 26' -6" 33 -0" 6' -9" NEW CONCRETE DECK 7' -1 1/2" NOTE: CONTRACTOR TO MATCH NEW FINISH WITH EXISTING ADJACENT FINISHES 10' -6" SCALE 1/2" = 1' -0" RELOCATE CRAWL SPACE TO EAST SIDE OF BUILIDING \EW ,AGkED 0PE\11 \� AXIS 11' -6" 11 "2' -0" 9' -2" 2' -0" 2 11" ( ( ( �7 BREAKFAST AREA 4'- 0 "x8' -0" i)e SCALE 1/4' = 1' -0" KITCHEN 23' -3 "x16' -0" 4' -4" 0 ttl 1 3'- 0" 5' -0" Upper Cabinets NEW ARCHED OPENING FROM EXISTING BUILDING TO PROPOSED KITCHEN 20 _11„ SEE ELEV. BELOW I \C� 4,\D FOlz)OSED =1 OOR Pl /4\ 3' -8" Apr A n Al o �. N 19' -9" REVISIONS BY • 114 dr4 • Q •_• " 0 _t -o C/) C wp 0 c ix . 0 o � o ti c � 0C up u CID ID 00s NO WIDTH NIGHT DISCRIPTIO• 1 A 60" x 80" EXTERNAL DOUBLE FRENCH DOOR © 30" x 80" INTERNAL DOOR 1 © 96" x 95 "+ ARC GARAGE DOORS 1* 4 36" x 80" EXISTING EXTERNAL DOOR DENOTES EXIST NG WINDOWS DOORS AREA TO BE DEMOLISHED IN EXISTING ONE STORY RESIDENCE IS NDICATED BY HIDDEN LINES. \O 3 HATCHED WALLS = NEW CONSTRUCTION DASHED WALLS TO BE REMOVED LARGE HATCN ON PLAN DENOTES EXISTING HOUSE DENOTES EXISTING AREA EXISTING NEW SLAB NEW UNDER A/C 2871 SQ F.T 1610 SQ F.T 201 SQ F.T 100, SQ ET 3. ROOF ANCHORAGE SHALL SE CHECKED, FOR ALL EXISTING ROOF, AND COMPLY WITH THE M N. REQUIREMENTS OF THE CODE. PERMANENT ROOF BRACING SHALL E3E PROVIDED AT GABLE ENDS. 4. ALL BEDROOMS AND LIVING AREAS TO COMPLY WITH SECTION 3111.2(b) CHECK FOR EGRESS WINDOWS IN THESE LOCATIONS. 5. G.F.C.I. OUTLETS SHALL SE PLACED AT ALL WET LOCATIONS. 6. PLACE SMOKE DETECTORS IN ALL REQUIRED LOCATIONS. �. PROVIDE DIAGONAL BARS AT INSIDE CORNER AGAINST EXISTING. NOTE: 1. ENTIRE NOUSE TO BE SHUTTERED. 2. CHECK TIE DOWN ANCHORAGE BETWEEN FOUNDATION AND TIE BEAM, ANCHORAGE S NAVE A 4 5 VERTICAL RE -BAR ENCASED IN CONCRETE OR MORTAR AND LAPPED A MIN 30" See Detail A : Ar ezeN•Rs 2L1 `AfAY SPAcfw. FOUNDATION 2 "x12" WOOD LEDGER W/ 5/8 "x6" EXPANSION BOLTS ® 24" 0.C. DE I AI N.T.S. 0 0 WOOD TRELLIS ABOVE TIE BEAM - 0 5REBAR 12' O.G. 4 SITTI \G AREA BEDROOM 18' -0 "x14' -0" RADIUS 2' u '-7 1/ 2" 5' -0" 6' -3 3/4" NEW 12" X 12" COLUMNS 10' -10" 5' -0" u 6' -3 3/4" / 26' -6" 33 -0" 6' -9" NEW CONCRETE DECK 7' -1 1/2" NOTE: CONTRACTOR TO MATCH NEW FINISH WITH EXISTING ADJACENT FINISHES 10' -6" SCALE 1/2" = 1' -0" RELOCATE CRAWL SPACE TO EAST SIDE OF BUILIDING \EW ,AGkED 0PE\11 \� AXIS 11' -6" 11 "2' -0" 9' -2" 2' -0" 2 11" ( ( ( �7 BREAKFAST AREA 4'- 0 "x8' -0" i)e SCALE 1/4' = 1' -0" KITCHEN 23' -3 "x16' -0" 4' -4" 0 ttl 1 3'- 0" 5' -0" Upper Cabinets NEW ARCHED OPENING FROM EXISTING BUILDING TO PROPOSED KITCHEN 20 _11„ SEE ELEV. BELOW I \C� 4,\D FOlz)OSED =1 OOR Pl /4\ 3' -8" Apr A n Al o �. N 19' -9" REVISIONS BY • 114 dr4 • Q •_• " 0 _t -o C/) C wp 0 c ix . 0 o � o ti c � 0C up u CID F.F. 0' -16" ABOVE REF. ELEV. 4" X 10" WOOD BEAM F. F. 0' -16" ABOVE REF. ELEV. F.F. 0' -16" ABOVE REF. ELEV. F.F. V-16" ABOVE REF. ELEV. URN -FINAL APPROVAL BY ARCHITECT MATCH NEW EAVES TO EXISTING CURVE STYLE +42. 39 -56:62 • NEW CONCRETE ROOF TILE NEW CONCRETE ROOF TILE NEW CONCRETE ROOF TILE 111111= ■ 12" X 12" NEW CONCRETE COLUMNS • .M , - - Ma= 4" X 12" WOOD BEAM +42. 39 -56.62 +42.39. -56.62 • 2 3 / -NEW REINFORCED CONCRETE DECK WITH STEPS (" M ■, a — .�— k NORTH ELEVATION 3 Ill • +42. 39 -56.62 NEW CONCRETE ROOF TILE SCALE: 1/4" = 1' -0" TT 111 Ill Imo Q.■ a —'— SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" NEW CONCRETE ROOF TILE EAST ELEVATION SCALE 1/4" = 1' -0" 'wlq -"IP M.. 1 WEST ELEVATION +45.13 +45.13 + 45.13 -61.54 -61.54 - 61.54 NEW — CONCRETE ROOF TILE 11" 1111111111 11111101 1MO MMINI 2'x12" Ledger W/ 5/8 "x6" Expansion Bolts ® 24" O.C. CONCRETE PORCH • N rn, 12" X 12" NEW CONCRETE COLUMNS SOUTH ELEVATION +42.39 -56.62 +43. 76 -59. os J NEW CONCRETE ROOF TILE RIDGE 13' -4" ABOVE REF. EL. TIE BEAM 8' -2" ABOVE REF. EL. MATCH NEW EAVES TO EXISTING CURVE STYLE F.F. 0' -16" ABOVE REF. ELEV. REF. EL. 0' -0" GRADE RIDGE 13' -4" ABOVE REF. EL. TIE BEAM 8' -2" ABOVE REF. EL. F.F. 0' -16" ABOVE REF. ELEV. REF. EL. 0' -0" GRADE 1 _ L� ______J 7 EFFEFFPFT TTTTT1 — rTT GLASS BLOCK NEW CONCRETE ROOF TILE 11 I I l it I l l +43. 76 -59.08 / ABOVE REF. ELEV. GRADE RIDGE 13' -4" ABOVE REF. EL. TIE BEAM 8' -2" ABOVE REF. EL. F.F. 0' -21" ABOVE REF. ELEV. REF. EL. 0' -0" RADE RIDGE 13' -4" ABOVE REF. EL. TIE BEAM 8' -2" ABOVE REF. EL. F.F. 0' -21" REF. EL. 0' -0" Note: Entire House Existing And Proposed To Be Rero o fed With Concrete Roof Tiles REVISIONS BY L) o o p —" :� W E-• 4 . co . No QQ� —1 CD co co H ti • 0 u DRAWN SKF CHECKED C•LU.F DATE March 12, 2001 SCALE: 1/4" = 1' JOB NO. A00604 SHEET SHEET 7 OF 14 Spot Light Ceiling Mounted 03 0 FO , o< Weather -Proof Lampholders, Ceiling Mounted. O Incandescent Fixture, Recessed Mounted With Solid Lens. Track lighting Fluorescent Strip, Install As Shown. Fluorescent Strip, Install under kitchen wall units. Single Pole Light Swithch, Quiet Type, 120 Volts, 20 Amps For Outdoor And Disposal Circuits, 15 Amps Elsewhere. Install 48" A.F.F. $ Three Way Light Switch, Quiet Type, 120 VOlts, 15 Amps. Install 48' A.F.F. 6 220V Duplex Receptacle Outlet, 120 Volts, 3 -Wire, Grounding Type, 20 Amps For Appliance Ckts., 15 Amps Elsewhere. Install 48" A.F.F. Single Receptacle Outlet, 120 Volts, 3 -Wire, Grounding Type, 20 Amps. Install 18" A.F.F. Unless Otherwise Indicated. Special Receptacle Outlet, 220 Volts, 3 -Wire, Grounding Type. Amps As Shown. Mounting Height As indicated. Special Receptacle Outlet, 250 Volts, 3 -Wire, Grounding Type. Amps A Shown. Mounting Height As Indicated. Duplex Receptacle Outlet With To Receptacle Switched, 120 Volts, 3 -Wire, Grounding Type, 15 Amps. Install 18" A.F.F. Duplex Receptacle Outlet Installed Flush With Finished Floor, With Brass Threaded Cover Plate. 0 twr i ter (EC) (AFF ) (WP) (VP) (GPI) (� W /Out hL fight Spot Light UJa I I Mounted Incandescent Light Fixture, Suface Mounted Decorative Light Fixture, Suface Mounted incandescent Light Fixture, Recessed Incandescent Light Fixture, Wall Mounted At Or 8' -0" A.F.F., Unless Otherwise Indicated. Incandescent Light Fixture, Surface Mounted With Pull Chair. Four Way Light Switch, Quiet Type, 120 Volts, 15 Amps. Install 48' A.F.F. Dimmer Switch, Single Pole, Watt Rating To Match Load. Install 48' A.F.F. Lutron Nova Type. Duplex Receptacle Outlet, 120 Volts, 3 -Wire, Grounding Type, 20 Amps For Appliance Ckts., 15 Amps Elsewhere. Install 18" A.F.F. Unless Otherwise Indicated. Telephone Outlet. Install IS' A.F.F. Unless Otherwise Indicated. Floor Telephone Outlet. Install A.F.F. Unless Otherwise Indicated. T.V. Antenna Outlet. Install 18" A.F.F. Exhaust Fan Motor. Exhaust Fan With Light n Junction Box. Insta l I As Shown Or As Required. Heat - Vent -Light Unit, Ceiling Mounted. Empty Conduit. Above Finished Floor. Weather Resistant. Vapor -Proof Ground Fault Interrupter. Our Light Fixture With U.L. Wet Location Label. SM 0 0 Conduit Run Concealed In Ceiling Or Wall. Conduit Run Underground Or Ir Floor Slab. Flexible Conduit. Home -Run To Electric Panel. /- Demotes Ground Wire. Disconnect Switch. 2- Number Of Poles± 60 -Frame Size's O -No Fuse (Fuse Size). Celire Outlet For Paddle Fan With Light. Manual Motor Starter Switch With Overload Protection. Install As Shown Or As Required. Push - Button Station. Install 48" A.F.F. Door Chime. install T' -6" AFF Smoke Detector, Ceiling Mounted. 120 Volts With Visible "Power On" Indicator, Test Button And Self- Contained Sounding Device (Min. Rating 85 DBA At 10' -0 ") 1. All Electrical Work Shall Comply With The National Electric Code, Southern Standard Building Code And Other Applicable Codes. 2. All Material Shall Be New And Shall Bear Underwriters' And Union Labels, Where Applicable. 3. Do Not Scale Electrical Drawings. Refer To Architectural Plans And Elevations For Exact Location Of All Equiptment Arnd Confirm With Owner's Representative. 4. Cable And Wire Indicated On Drawings Shall Be Copper, Solid, THHN, Insulation H Sizes No. 8 AUJG And Larger. Minimum Size Wire Shall Be No. 12 AWG, Maximum Size Shall Be 600 MCM. 5. Raceways Installed Underground, In Concrete Slabs, And /Or Larger Than 2 inches Ir Diameter Shall Be Galvanized Rigid. Steel. PVC Pipe Schedule 40 is Acceptable For Underground installation Only If Approved By Local Authorities. Raceways 2 Inches And Smaller in Diameter Shall Be I.M.C. If Exposed To Weather, E.M.T. Elsewhere. Flexible Conduit Used UJhere indicated Shall Be Metal For Indoor Locations, Liquid -Tight For Outdoor Locations. 1. Outlets Shall Be Flushed With Finished Surfaces. Two Or More Light Switches In Same Wall Shall Be Insta l les In Gang -Type Boxes. 8. Juction Boxes Shall Be Galvanized Steel With Screw Or Hinged Covers For Indoor Locations And Weather -Proof Where Exposed To Weather. Outlet Boxes Shall Be Pressed Steel In Dry Locations. Cast A11oc With Threaded Hubs In Wet Cr Damp Locations And Special Enclosures For Other Classified Areas. 9. Electrical Contractor Shall Perform All Necessary Work For A Complete Electrical Installation And Shall Provide All Necessary Instruments And Special Apparatus To Conduct Any Test That May Be Required To insure The System Is Free Of All Improper Grounds And Short circuits, And That All Feeders Are Properly Balanced. 10. Electrical Contractor Shall Install Air Conditioning Control System In Accordance With Control Wiring Diagram Furnished By Mechanical Contractor. Thermostat Locations Are Shown Or Mechanical Drawing. Make Connections As Required By Control Wiring Diagram. 11. All Ground connections To Be Dore As Per 1993 Edition Of National Electrical Code. 12. Load Data is as On Information Given To The Ernc�ineer At The Time Of Design. Verify All Equiptment And Panel Sizes Before Ordering. 13. All Work Shall Be Coordinated With Other Trades To Avoid Interference With The Progress Of Construction 2" MIN Grounding Electroid Conc. Ftg. Grout 20' -0" MIN E lectr c l ©tes Bolted -Type Correction Device Or Exotemic Weld. Non Metallic Protective Sleeve Direct Contact With Earth 1ctroJ Corlo No. 4 AUJG Or Larger Bare Copoer Conductor Or Steel Reinforcing Bar Or Rod Not Less Thar 1/2 Inch In Dia. uator 14. Disconnect Switches Shall Be N.P. Rated, Heavy Duty, Quick -Make, Quick - Break, Enclosures As Required By Exposure. Motor Starters Shall Be Manual Or Magnetic With Overload Relays In Each L. 15. Parelboards Shall Be Dead Front Circuit Breaker Type With Copper Bus Ard As Scheduled Or Drawings. Circuit Breakers Shall Nave a Minimum interrupting Rating Of 10,000 Amperes At 120 Volts And 15,000 Amperes At 2T1 Volts. All Panels Shall Nave Snap Catch Doors With Clear Plastic Enclosed Typewritten Directory Inside. 16. Fuses Shall Be Dual Element, Combining Time -Delay With Current Limiting. 11. Corrections Of Any Defects Shall Be Completed Without Charge And Shall Include Replacements Or Repair Of Any Other Phase Of The Installations W�11ch May Have Been Damaged. 18. Contractor Shall Pay For All Permit, Fees, Inspections And Testing± And All Required insurance Shall Be Provided For Protection Against Public Liability And Property Damage For The Duration Of The Work. 19. Contractor Shall Guarantee All Materials And Workmanship Free Of Defect For A Period Not Less Than One Year From The at Of Acceptance. 20. The Electrical Installation Shall Meet All Standards Requirements Of Local Power And Telephone Utilities. 21. Contractor's Work Practices And Conditions Must Conform With The Occupational Safety And Health Act Of 1910. 22. Electrical Contractor Shall Provide Outlets To Match Equiptment Plugs. 23. The Contractor Shall Visit The Site Before Submitting Nis Bid In Order That He /She May Become Aware Of Existing Conditions. No Allowances WJII Be Made For Ary Existing Condition Of Which This Contractor Was Not Aware. 24. Smoke Detectors Shall Be Hard Wire (110 Volt Type) To A Non Switchable Bath Lt. Circuit And Shall Not Be Connected Onto The Load Side Of A Ground Fault Circuit Interruptor With Battery Backup. 25. Contractor Shall Provide Temporary Power, Light Outlets And Connections Needed For Other Trades. 26. All Switches For Lighting And Recptacles Color Shall Be Owners Choice 4 Verified By Contractor. 21. All GFi In Ba throoms Must Be On 20 Amp. Circuit. 2" Empty Conduit Underground Heading Toward Power Co. Facilities Coordinate With Florida Power 4 Light Co. w Spacing 6Ft Min. `J Meter 200 A Rain Tight Main Meter Combo W/ Factor B uss 250 Volts 2 -Pole, 200 Amp Main Circuit Breaker (22,000 A.I.C.) In Nema 3R Enclosure 2 *2/0 Copper Wires 1 *1/0 Copper Wire 1 Copper Wire In 2' Conduit 200 A 120/240 V 1 0/3W Panel #4 Copper Ground To 3/4 "Min Cold Water Pipe *4 Copper Ground To Grounding Rod. eatr a iser Di6C r 6 nl 200 A DIS- CONNECT REVISIONS BY L.) w w • U w 0 0 CV • cr in C) E~ w R1 co I 0 0 E ' _ i c 55 Cr) ti o) -4= ti 0 0 o E'0 E-4 -t4 CV 41 0:1 0 00 -' cts ° c CV CO DRAWN SKP CHECKED C.WF DATE March 12, 2001 SCALE: 1/4" = 1" JOB NO. A00604 SHEET SHEET 8 OF 14 ELECTRICAL PANEL SCNEDULE PANEL AMPS VOLTAGE PHASE WIRES MAN CIRCUITS MOUNTING MANUFACTURER TYPE A 200 120/240 1 3 LUG 40 PLUS-4 CXT. NO. WIRE COND. INCH CKT. BKR SERVING LOAD CXT. NO. WIRE COND. INCH CKT. ESKR SERVING LOAD POLE AMPS POLE AMPS I 6 2 40 AIR HANDLER (A) 6000 2 10 2 30 SPA HEATER 6000 3 4 5 12 — 2 25 AIR CONDENSER UNIT (A) 1500 6 12 — I 20 SPA MOTOR 1500 6 t3 — — — SPARE — 9 12 1 15 OVEN 1200 10 14 I 15 BATHROOMS AND SMOKE DETECTORS 500 II — — — — SPARE — 12 14 — 1 15 GEN/1..Te. 4 OUTLETS 3W eq ft 13 12 — 1 15 STOVE TOP 1200 14 2 — I 20 GARBAGE DISPOSAL 1600 15 — — — — SPACE — 6 14 — I 15 GEN/LTS. 1 OUTLETS 3W eq ft. 11 19 10 I 15 DRYER 4000 IS 14 — I 15 GEN/LTS. 4 OUTLETS 3W eq ft 20 — — — — CIELING FAN — 21 12 — I 20 SMALL APPL. 1500 12 14 — 1 1 5 GEN/LTS. 4 OUTLETS 3W eq ft 23 12 — I 20 REFRIGERATOR 2000 24 12 — I 20 SMALL APPL. 1500 25 14 — I 15 GEN. LIGHTING 4 REC. 3W aq ft 26 14 — I 15 GEN/LTS. 4 OUTLETS 3W eq ft 21 12 — 1 5 26 14 I 15 29 12 I 15 30 12 1 20 6MALL APPLIBATHROO4FAN 1500 31 12 — I 15 32 12 — 1 20 SMALL APPL. 1500 33 12 — I 15 GFI 34 12 — I 20 SMALL APPL. 1500 35 12 — I 15 GPI 3'U aq ft 36 6 2 40 AIR HANDLER (B) 6000 31 14 — 1 15 GEN. LIGHTING 4 REC. 311) eq Ft 38 39 14 I 15 GEN. LIGHTING 4 REC. 3W eq ft 40 12 2 25 AIR CONDENSER UNIT (B) 1500 41 14 1 1 5 GEN/LTS. 4 OUTLETS 31U eq ft 42 Su B TOTAL 2 412 5 GEN/LTS. 4 OUTLETS • 3W aq Ft 1515 eq ft = 5625 1st 10K e 100% 10000 A/C LOAD 1500 REMAINDER e 40% 2650 TOTAL 44215 _ 184.5 IS LESS TI-1,4N 200 A1" MPS = OK NOTE AS BUILT PLAN TO BE SUMITTED FOLLOWING INSTALLATION IN ORDER TO SHOW EXACT LAYOUT OF PANEL BORD AND CIRCUIT ARRANGEMENTS. SPA HEATER SPA MOTO 111F r • I 5 0 4 1 1 4 - ":04„w GFI # 39 • # 10 # 16 # 16 p * 3 * 31 KITCHEN 23' -3 "x16' -0" / / N / Stove * 31 Top #13 1 9 22 Air I ioo U VOLT owl AorlrorATFAZI 0 ir mum Air - t \ MASTER \ BATH # 39 N # 41 p SITTI \C AREA , •I. PC al..--o--■ 7* 20 I# 3� ii \ \ \ ,� \ \ ,- - -�, \ �� N \ / MASTER BEDROOM #39 N\ *3e # 16 1 B' —O "x14' —O" 18' -0 "x14' -0" 0 At°111 PORCH II II II II II II U U U U U U U NEW 12" X 12" COLUMNS 41 41 NEW CONCRETE DECK # 16 A /C -(B) # 40 # 42 PROPOSED E # 16 EC fiIG�I Pi OCR PLAN � SCALE 1/4' = 1' -0' AHU (B) Brace up On Wall \EW SLAB 12' -4 "x19' -5" / / N / # 22 NOT ALL CIRCUITS ARE TO 'B' PANEL UNLESS INDICATED OTHERWISE VERIFI' ELECTRICAL SUPPLY BELOW GRADE VERIFY CABLE SUPPLY BELOW GRADE REVISIONS BY SHEET 9 OF 14 General Notes H.V.A.C. 1. All Work Shall Conform With The Souther Standard Building Code And All Other Applicable State And Local Regulations And Ordinances. 2. Contractor Shall Warrant All Work To Be Free Of Defects in Workmanship And Materials For A Period Of One Year After Acceptance Of The Project. 3. Provide All Necessary Instructions To The Owner In The Operation Of The Mechanical Systems. 4. Provide Equipment Maintenance And Instruction Manuals. Manuals To Be Submitted To Architect /Engineer For Acceptance. 5. Submit Shop Drawings For Acceptance Of The Architect /Engineer Before Proceeding With The Purchase Or Installation Of Equipment And Materials. 6. All Controll Wiring Shall Be The Responsibility Of The Mechanical Sub - contractor. Wiring Shall Be As Per The Electrical Specifications. Mechanical Sub - contractor To Furnish All Motors And Starters, Relays, Etc. 7. Provide All Necessary Access Panels To Control Valves, Dampers, Etc. 8. Balance All Systems To Provide Air Quantities And Capacities Indicated On Drawings. 9. A/C Contractor Is Responsible For Obtaining His Own Permit. 10. All Work Shall Be Field Checked Before Installation And Coordinated With All Other Trades. 11. All Sizes Shown For Ducts Are Clear Inside Duct Dimensions. 12. Rectangular Supply Air Ductwork Shall Be Class 1 Fiberglass Duct Boards Constructed And Installed In Accordance With The Latest Smacna Fibrous Duct Construction Standards. Round Ducts Shall Be Smooth Wall Or Spiral (Not Corrugated) Galvanized Steel Or Aluminum Ducts With All Joints Taped And Sealed. 13. Vent Ducts Shall Be Type B In Accordance With NFPA -54. 14. Toilet Exhaust Ductwork Shall be Galvanized Sheet Metal. 15. Terminate Gas Appliance Vent Ducts Above Roof In Accordance With NFPA -54. 16. Provide Volume Dampers, Turning Vanes, Etc., In Ductwork For Proper Air Flow And Balance. Provide Volume Damper With Locking Quadrant At All Branch Duct Connections With Supply Ductwork. 17. Flexible Ducts Shall Be The Insulated Type, Supported And Installed To Avoid Sags And Kinks. All Flexible Ducts Shall Be Similar In Length To Avoid Dissimilar Pressure Drops. Seal All Flexible Ducts To Supply Ducts And Diffusers With Duct Tape And Mastic. Flexible Duct Length Shall Be Max 3 Feet, And Used Only To Connect Diffuser Necks To Duct Branches. 18. Locate Electric Heaters To Provide Adequate Access And Clearances At Front Of Control Panel For Maintenance In Accordance With Codes. 19. Supply Air Ductwork Shall Be Externally Insulated With 1" , 1 -1/2 PCF Glass Fiber Blanket Insulation With Vapor Proof Jacket And Sealed Joints Per Manufacturer's Instructions. Glass Fiber Ducts Amd Exhaust Air Ductwork Need Not Be Insulated. Flexible Ducts Shall Be The Insulated Type, Supported And Installed To Avoid Sags And Kinks. 21. Provide For Each Refrigerant System, Thermostatic Expansion Valves With External Equalizers, Serviceable Liquid Refrigerant Filter With Isolation Valves, Moisture Indicator, Purger And Charger Fittings, And Shut Off Valves At Condensing Units. 22. Insulate Refrigerant Suction Piping With 3/4" Fire Resistant Foam Plastic Or Closed Cell Polyethylene Premolded Pipe Insulation. Insulation for Piping Exposed To Weather Shall Be Close Cell Polyethylene Insulation. 23. Mount Air Handling Units On Rubber -In -Shear Vibration Isolators Resting On A Fabricated Steel Stand Supported From The Floor. Supports To Walls Or Partitions Will Not Be Acceptable. 24. Interlock Electric Duct Heaters With Compressor Circuit So That Heaters Can Not Operate Simultaneously With Compressors. 25. Provide Concrete Bases For Condensing Units. 26. All Refrigerant Compressors Shall Be Warranted For A Minimum Of 5 Years After Date Of Acceptance Of The Project. 27. Provide Air Conditioning Units With Matching Heat -Cool Thermostats With On -Off -Auto Sub -Base Switch, Furnished By Equipment Manufacturer. C - -- 20. Refrigerant Piping Shall Be Seamless Copper Type L Hard Or Soft Drawn Of ACR Copper Tubing With Wrought Copper Solder Joint Fittings. Solder Shall Be 95/5, Applied With Suitable Flux. U II I U U 12" X 12" COLUMNS DIFFUSER TT eturn Grille, Titus 3 -Fl, Fixed Alum. Blades, Baked Aluminum Finish 4" Exh. Up Connect To Ceiling Fan Provided By Elect. Trade. Terminate Above Roof With Roof Jack. 4" Class "B" Vent Up Through Roof. Terminate With Weather Cap. DUCT SUPPLY AIR AIR SCOOP INSULATED FLEXIBLE DUCT TYPICAL D1 =FUSER CONNECTION ED ETA IL NO SCALE FIBERGLASS PLENUM AT DIFFUSER INLET AREA. HEIGHT DETEERMINED BY STRUCTURE ABOVE AND FLEXIBLE DUCT CONNECTOR DIAMETER SEE PLAN FOR DUCT SIZES RND. FLEX = ROUND FLEX DUCT RECT. DB = RECTANGULAR FIBERGLASS DUCTBOARD FIBERGLASS PLENUM SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS FIBERG=LASS DUCTWORK FOR KITCHEN EXHAUST, DUCT TERMINATION THROUGH A SLOPED ROOF OF 21/2 IN 12 OR GREATER VENTILATION EXTENSION SHALL BE TERMINATED NOT LESS THAN 4 INCHES ABOVE THE ROOFS FINISHED ROOF SURFACE. POUJDER ROOM FAN CALC. 22 SO. FT. x 10 FT. HIGH = 220 CUBIC FT. DIVIDE B1' ONE AIR EA. T. MINUTES = 30 CUBIC FT. PER MINUTE USE NUTONE XXX CFM EXHAUST FAN A/C #B LOCATION OF OUTSIDE CONDENSER FOR NEW A/C UNIT. 0 8 x 6 ® 6 X 4 A 4" Flex f FLOOR IIVAC PLAN SCALE: 1 /4" _ Ceiling Diffuser, Titus FS, Adjustable Vanes, OBD White Enamel Finish • Air handler Uruit 1 ' 0 " O 8x6 WALL STRUCTURE. SUPPLY AIR DUCT CEILING STRUCTURE AIR HANDLING UNIT REFIGERANT LINES CONDENSATE DRAIN WI TRAP. - t om NEOPRENE PAD ,- VIBRATION ISOLATOR RETURN AIR BELOW AIR HANDLER FLOOR STRUCTURE. Flu Linea N x6 BRACE UP ON WALL Condensing Unit VENT DUCT UP TO WALL HOOD BY KITCHEN EQUIP. SUPPLIER NOTE: REFRIGERANT PIPING RUN BELOW GROUND IN A SLEEVE SHALL NOT NAVE AN ANGLE GREATER THAN 45 DEGREES. Concrete Base �---- W/6 x 6 -10/10 WWM Fasten C.U. To Anchored 2x4 Pressure Treated Hood Supports Refrigerant Suction Pipe With Polyethylene Insulation Seal Entrance Of Refrigerant Pipes Into PVC Pipe With Impermeable Resilient Material Fluid Lines CONDENSATE LINES 3/4' P.Y.C. NEW SLAB 12' -4 "x19' -5" Proposed Area 11033.9,5 Sq N'7' Proposed A/C Area 927.20 Sq P'T Air Flow (Typ•) Condensmg Unit Mounting Detail Power 8c Control Connections Refrigerant Liquid W/O Insulation 6" PVC Pipe N.T.S. REVISIONS BY w r� w SHEET C■) C') ce) -4 eD O DRAWN SKP CHECKED C.U. DATE March 12, 2001 SCALE: 1/4" = 1" JOB NO. A00604 • • SHEET 10 OF 14 Plumbing Notes 1. All Plumbing Shall Be Done H Accordance With The South Florida Building Code, State And Local Ordinances. 2. Plumbing Contractor Shall Pay All Fees, Inspection And Connection Charges Required. 3. Plumbing Contractor Shall Guarantee All Work Free Of Defects in Material And Workmanship For A Period Of One Year From at Of Acceptance. 4. Submit Shop Drawings To Engineer For Approval Of All Equipment, Materials And Layouts Prior To Installation. • Offset Piping As Required To Clear Building Structure, Ductwork, Etc. As Shown On Drawings And As Required By Field Conditions. • Plumbing Contractor Shall Furnish And !retail A' /20 Condensate Drain And Trap. 1. Plumbing Contractor Shall Verify All Space Conditions And Dimensions At Job Site Prior To Fabrication And installation Of Materials And Equipment. 8. Coordinate Work With Other Trades. 9. Furnish And Install Fixtures As Specified In Schedule, This Drawing. 10. Each Bathroom Group Shall Be Provided With Air Chambers As Per S.F.B.C. II. Provide Shut -Off Valve For Each Fixture. 12. Wherever Dissimilar Metals Are To Be Joined. A Dielectric Fitting Shall Be Provided To Connect Both Types OF Pipes. 13. Provide Piping As Follows: Domestic Cold And Not Water And Water Neater Relief Piping: Copper Tube Type K Or L With Solder Joints, Min. 125 LB. Wog Bronze Valves. Sanitary Waste Ard Vent: Plastic DWV -PVC Schedule 40 Pipe In Accordance With ASTM D -1189 4 D -1185 Standards. Air Conditioning Condensate: Copper DWV Pipe And Fittings Or PVC Pipe Schedule 40. 14. Air - Conditioning Drainage Piping With 3/4" Thick Close Cell Polyethlene Piping Insulation. 15. Drains, Traps, Cleanouts And Specialties A. interior Floor Cleanouts, Josam 56 020 Or Equal, Nika loy Cover. B. Exterior Cleanouts, Josam 58440 -5 Or Equal. C. Wa l I Cleanout: Cast iron "T" Branch With Brass Countersunk Plug, C.B. Access Cover With Satin Chrome Plated Top, Josam 58110 -3 -12 Or Equal. 16. Insulate Domestic Hot Water Piping With 3/4" Thick Premolded Glass Fiber Pipe insulation With Self- Adhesive Jacket. Thermal Efficiency Of Not Water Neater Shall Be .88 Minimum P 4 T Relief Valve (ASME) 3/4" Pipe To Outside Building Drain Overflow Pan W4! 50 Gallon Storage 9 KW. 208V, lo ASHRAE 90 -80 Approved See Revised Energy Ca lcs Shut -Off Valve 3/4" Hot 3/4" Cold Showers And Bathtuubs in Buildings, Except Dwelling Units Having individual Water Heaters, Shall Be Protected With A Control Valve Of The Pressure Balance, The Thermostatic Mixing Or The Combination Pressure Balance/Thermostatic type, Unless The Water Heater Outlet Temperature Is Limited To 110 Degrees Fahrenheit. Neat Trap Rainwater Or Other Liquid Wastes From Any Premises Shall Be Disposed Of Where Same Originates And /or Falls In Such A Manner Herein Provided. The Disposal Of Any Rain- water Or Other Liquid Wastes By Causing Or Allowing Same To Be Disposed Of Or Flow On Or Across Any Adjoining Property or Sidewalk, Either Public Or. Private, Shall Be Deemed A Nuisance, And Shall Be Corrected By Properly Disposing Of Same in Accordance With The Provisions Of This Code. Rain Water Shall Be Disposed Of As Follows With Required Preference In The Order Listed. Upon Pervious Ground, Into A Soakage Pit, Into A Drainage Well, if Approved By The Florida Department Of Environmental Regulation, To A Street Gutter Only if First Approved By The Engineering Department Or To A Storm Sewer Or A Storm Sewer Catch Basin Where Permitted By The Engineering Department 3/4" Overflow Drain Spill Over Sink 1 AIL N.T.S. All Fixtures Shall Comply With Table 46 —R2 Of The South Florida Building Code Water Closet 1.6 gpf Sink Faucet 2.5 gpm Lavatory 2.0 gpm Showerhead 2.5 gpm 2 K,5 . KI I CHEN SCALE N.T.S. 2 4 D," VENT /11 SLOPE TO SEJJER LJMEI\G 4" W.C. V.T.R. 3" VENT MAST IR B4 11=i Toilet Room And Base Shall Be Impervious Material NOTE 2 1► Tu. 3 ALL SHOWER HEAD STUB OUT SHOULD BE 1' -0" L y ,/� / lV G /// %J m L [344-7 REVISI NS / / BY F C.) 0 0 as H a cv A c " z�� U 0 H Z • w � ▪ O � o o H_� • d w o 44 .44 w c9 co Plumbing Notes 1. All Plumbing Shall Be Done H Accordance With The South Florida Building Code, State And Local Ordinances. 2. Plumbing Contractor Shall Pay All Fees, Inspection And Connection Charges Required. 3. Plumbing Contractor Shall Guarantee All Work Free Of Defects In Material And Workmanship For A Period Of One Year From Date Of Acceptance. 4. Submit Shop Drawings To Engineer For Approval Of All Equipment, Materials And Layouts Prior To Installation. 5. Offset Piping As Required To Clear Building Structure, Ductwork, Etc. As Shown On Drawings And As Required By Field Conditions. Plumbing Contractor Shall Furnish And Install A1/20 Condensate Drain And Trap. �. Plumbing Contractor Shall Verify All Space Conditions And Dimensions At Job Site Prior To Fabrication And Installation Of Materials And Equipment. S. Coordinate Work With Other Trades. 9. Furnish And Install Fixtures As Specified H Schedule, This Drawing. 10. Each Bathroom Group Shall Be Provided With Air Chambers As Per S.F.B.C. 11. Provide Shut -Off Valve For Each Fixture. 12. Wrlerever Dissimilar Metals Are To Be Joined. A Dielectric Fitting Shall Be Provided To Connect Both Types OF Pipes. 13. Provide Piping As Follows: Domestic Cold And Hot Water And Water Neater Relief Piping: Copper Tube Type K Or L With Solder Joints, M. 125 LB. Wog Bronze Valves. Sanitary Waste And Vent: Plastic DWV -PVC Schedule 40 Pipe In Accordance With ASTM D -1189 4 D -1185 Standards. Air Conditioning Condensate: Copper DWV Pipe And Fittings Or PVC Pipe Schedule 40. 14. Air- Conditioning Drainage Piping With 3/4" Thick Close Cell Polyethlene Piping insulation. 15. Drains, Traps, Cleanouts And Specialties A. Interior Floor Cleanouts, Josam 56020 Or Equal, Nika loy Cover. B. Exterior Cleanouts, Josam 58440 -5 Or Equal. C. Wall Cleanout: Cast Iron "T" Branch With Brass Countersunk Plug, C.B. Access Cover With Satin Chrome Plated Top, Josam 5S - 110 -3 -12 Or Equal. 18. Insulate Domestic Not Water Piping With 3/4" Thick Premolded Glass Fiber Pipe insulation With Self - Adhesive Jacket. Thermal Efficiency Of Not Water Neater Shall Be .88 Minimum P 4 T Relief Valve (ASME) 3/4" Pipe To Outside Building Drain \ 4 50 Gallon Storage 9 KW. 208V, lo ASHRAE 90 -80 Approved See Revised Energy Ca lcs c Overflow Pan QUA A Shut -Off Valve DT< 3/4" Cold Showers And Bathtuubs In Buildings, Except Dwelling Units Having Individual Water Heaters, Shall Be Protected With A Control Valve Of The Pressure Balance, The Thermostatic Mixing Or The Combination Pressure Balance/Thermostatic type, Unless The Water Neater Outlet Temperature Is Limited To 110 Degrees Fahrenheit. 3/4" Not Neat Trap Rainwater Or Other Liquid Wastes From Any Premises Shall Be Disposed Of UJ'iere Same Originates And /or Falls H Such A Manner Herein Provided. The Disposal Of Any Rain- water Or Other Liquid Wastes By Causing Or Allowing Same To Be Disposed Of Or Flow Or Or Across Any Adjoining Property or Sidewalk, Either Public Or Private, Shall Be Deemed A Nuisance, And Shall Be Corrected By Properly Disposing Of Same in Accordance With The Provisions Of This Code. Rain Water Shall Be Disposed Of As Follows With Required Preference In The Order Listed. Upon Pervious Ground, Into A Soakage Pit, into A Drainage Well, If Approved By The Florida Department Of Environmental Regulation, To A Street Gutter Only if First Approved By The Engineering Department Or To A Storm Sewer Or A Storm Sewer Catch Basin Were Permitted By The Engineering Department X3/4" Overflow Drain Spill Over Sink N.T.S. All Fixtures Shall Comply With Table 46 —R2 Of The South Florida Building Code Water Closet 1.6 gpf Sink Faucet 2.5 gpm Lavatory 2.0 gpm Showerhead 2.5 gpm 2" LAY Kr I CkEN 0.0 Y.`fi R. 3" VENT 4" SLOPE TO SEJJER LJM5ING SCALE N.T.S. 2" VENT-- 4" W.C. S OWER Y.T.R. 2" VENT L 4 / F)41 Toilet Room And Base Shall Be Impervious Material NOTE ALL SHOWER HEAD STUB OUT SHOULD BE - 1' -0" REVISIONS BY /, j i C.) ew O o , �M +) 4,1 4 o C/) A cp C\2 - H CA 4 0 F• ti 0 • U • ° H v DRAWN CHECKED C.W.F DATE March 12, 2001 SCALE: 1" = 1' JOB NO. A00604 SHEET SKF •1•O SHEET 11 OF 14 VERT. COLUMN STEEL "3 HOOPS SEE COLUMN SCHEDULE FOR SPACING. CONT. OR ISOLATED CONC. FOOTING. COLUMN TO FTC. STEEL LAPPING NT.S. 2'-6' TOP STEEL. BOTTOM STEEL. GEN L B SC REFER TO ROOF FRAMING PLAN FOR BEAM LOCATIONS. EDULE NOT ANDAD ACI STD. 90' HOOK 2' ME 'C' BAR 6' r , , r 1/3 SPAN II II U TOP BAR BOTTOM BAR — STIRRUPS. SEE SCHEDULE FOR SPACING. USE 90' END HOOKS SPAN 'X' I START STIRRUP SPACING FROM FACE OF SUPPORTS 2 ADD 1 LONGITUDINAL WHERE CORNER STIRRUP 15 VACANT. 3 EXTEND PILE HEAD 3' AND PILE REINFORCING 18' INTO GRADE BEAMS. 4 TOP BARS SPLICES SHALL BE LOCATED AT MID SPANS AND AT THE SUPPORTS FOR BOTTOM BARS. II I I II II 1/3 SPAN r1 r, II I I II II 'E' BAR r, r r II II I I 1/3 SPAN II II SPAN 'Y' 5 CONCRETE PROTECTION FOR REINFORCEMENT: (A) CONCRETE CAST AGENTS AND PERMANENTLY EXPOSED TO EARTH - 3' (B) CONCRETE EXPOSED TO EARTH OR WEATHER "6 THROUGH "18 BARS - "5 BAR AND SMALLER - 2' - (C) CONCRETE NOT EXPOSED TO UJEATHER .,r. ,. CONTACT 11/2' SLABS 0 14 THROUGH "18 BARS 0 11 BAR AND SMALLER BEAMS - TYPICAL BEND INCA DIAGRAM FOR BEAMS AND ONE WAY SLABS I I II I I II SEE NOTES "6 E "6 N.T.S. 30' CONC. BEAM BEAM CORNER DETAIL TYPICAL BAR DIAMETER INSIDE AND OUTSIDE FACE CORNER BEND BARS SHALL BE OF SAME SIZE AND GRADE AS BEAM REINFORCING. BEND BAR SHALL BE TIED DIRECTLY TO HORIZONTAL BEAM STEEL NOTE_ FOR STEEL CLEARANCES REFER TO GENERAL STRUCTURAL NOTES. BEAM REINFORCING REFER TO BEAM SCHEDULE N.T.S. S I. SCHEDULE HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF BEAM UNLESS NOTED OTHERWISE STIRRUPS SHALL BE TYPE S -6 E HOOPS SHALL BE TYPE T -2 CRS! BAR BENDS UNLESS NOTED OTHERWISE. 2. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS FROM ADJACENT BEAMS. (UNO.) 3. ALL CONCRETE BEAMS OTHER THAN THOSE WITH THE PREFIX TB SHALL BE POURED PRIOR TO PLACING OF BLOCK BELOW 4. ALL TIE BEAM REINFORCING SHALL BE CONTINUOS THRU TIE BEAMS ONLY ALL SPLICES TO BE A MINIMUM OF 30 BAR DIAMETERS 5. ALL TIE BEAM TOP 4 BOTTOM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJACENT STRUCTURAL BEAM AS PER BENDING DIAGRAM. 6. DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW AND DOOR HEADS (28' MAXIMUM) AND ADD2 0 5 BOTTOM IF DROP EXCEEDS S'. 1. TIE BEAM SCHEDULED DEPTHS ARE MINIMUM AND MAY BE INCREASED (8' MAXIMUM) TO FIT BLOCK WORK. S. ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MINIMUM INTO SUPPORT UNLESS NOTED OTHERWISE. MARK 'C' IN REINFORCING COLUMN BETWEEN TWO BEAMS INDICATED THAT REINFORCING SHALL BE CONTINUOS THRU THESE TWO BEAMS. 10. ONE- QUATER OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENT SEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A CLASS 'A' TENSION LAP SPLICE ON EITHER SIDE OF SUPPORT. I FOOTING SCHEDULE MARK SIZE 24 "W x 16 "D 16 "W x 8 "D TYPE STEM WALL MONO REINFORCING 4 #5's BOTTOM h5 CROSS BARS G.2 =V 1 #5 BOTTOM NOTE: TOP OF ALL CONTINUOUS FOOTINGS SHALL BE MINIMUM 8" BELOW GRADE - AS PER RATIONAL ANALYSIS DOUBLE WOVEN WIRE MESH SHALL BE USED IN LIEU OF THE TRANSVERSE BARS. CONCRETE COLUMN /BEAM SCHEDULE A MARK C -4 A B-1 SIZE I REINFORCING 8" X 16" 4 #6's VERT. FILLED CELL 1 #5 VERT. 8" X 12" 4 #5's VERT. VARIES I6 #5's HOR. 8" X 15 "D 4 #5 's HOR. 4" X 12" I WOOD BEAM COLUMN /BEAM TIES SIZE SPACING # 3" FROM TOP & BOTT. BAL. AT 12 "O.C. N/A N/A # 3" FROM TOP & BOTT. BAL. AT 12"0.C. # 6" C/C FROM BENDS AND CORNERS. 12" C/C ELSEWHERE # 12" C/C FROM BENDS AND CORNERS. 48" C/C ELSEWHERE N/A N/A DETAIL REMARKS TYPE C -3 CONC. COLUMN C -1 FILLED CELL C -2 CONC. COLUMN C -4 CORNER COLUMN B -1 TIE BEAM B -2 WOOD BEAM TOP STEEL. BOTTOM STEEL. —. CONC. COLUMN OR CONC. TIE COLUMN - I' -0' CONC. COLUMN OR CONC. TIE COLUMN REFER TO BEAM SCHEDULE FOR STIRRUP SIZES AND SPACING. "3 H00PS SEE COLUMN SCHEDULE FOR SPACING. COLUMN TO BEAM DETAIL N.T.S. 4" T1 -4K 1=15E MESH SLAB UJ/ S x S THICKENED EDGE UJ /1#S REBAR CONTINUOUS W/ 6 " x 6 " *10/ #1 O UJ.UJ.M. ONE 'S REBAR PAT10 SL,45 TOOTING • SCALE N.T.S. 0 10 N N N REINFORCED CONCRETE TIE BEAM SCHEDULE CONCRETE STRENGTH = 3000 PSI. STEEL REBAR STRENGTH = 60,000 PSI. BEAM SYMBOL (T -A) (T -B) (T -C) (T -D) (T -E) (T -F) (T -G) (T -H) (T -I) (t -J) (T -K) (T -L) (T -M) (T -N) SPAN IN FT. 6 6 6 8 a 10 10 12 12 14 14 16 IS LOAD KIPS / FT 2 2 2 2 2 2 2 BEAM SIZE 8x12 a x 12 8 x 12 8x12 8 x 16 8 8 x 16 8 x 12 8 x 16 8x12 8 x 16 8x16 8 x 24 BARS 2"5 2 "5 2 "5 2"5 2 "5 2 "5 2 "5 2 "5 2 "5 2 "5 2 "5 2 "5 2 "5 2 "5 B 2"5 2 "5 2 "5 2 "5 2 " 5 2 "5 2 "5 2 "5 2 "6 2 "6 2 "1 2 "1 2 "1 SHEAR REINF TIES REQUIR'D "3 AT 10' O.c. *3 AT a' O.C. *3 AT 10' o.c. "3 AT 8' O.C. *3 AT 10' O.C. *3 AT 8' O.C. *3 At 10' O.C. "3 AT 8' O.C. *3 AT 10' O.C. "3 AT 8' O.C. "3 AT 10' O.C. *3 AT a' O.C. 0 3 AT 10' O.C. BEAMS TO BE AS LISTED UNLESS NOTED OTHERWISE L +- i r 5 6'-3 3/4" O.C. i IONS UJ /6" x 6" *10/ *10 W.W.M. 16" 4A4- 4/, % S¢. c-Vld2 <f2 /'A 1 ,'a "G31 fft. ,'/4 5 ,.J� 64.cr. 1 REINFORCED CONCR ` — CO MNWATWO - #5— REBARS 3' -11" i ialk NEW 12" X 12" WITH 4 #6 AND #3 TIES 12' O.C. CONC. COL. WITH L ONE FILLED CELL 6' -3 3/4" O.C. --i 3' -9" 27'- REINFORCED CONCRETE BEAM SCE DUL 6' -9" O.C. AND D (C -A) 5 8 x 12 T 2 "1 2 "5 "3 AT 6' O.C. REINFORCED CONCRETE TIE BEAM SCHEDULE STEEL REBAR STRENGTH = 60,000 PSI. BEAM SPAN LOAD BEAM SYMBOL IN FT. KIPS / FT SIZE CONCRETE STRENGTH = 3,000 PSI. (C -S) (C -C) 6 (C -D) 6 2 (C -E) 8 1 (C -F) (C -G) (C -H) (C -I) GO SLK. W/CELL EA OF OPENING PROVIDE CONT, CAULK CWB.ON1x2 P.T _ FURRING a IS' O.C. PROVIDE CONT, CAULK a 5 10 10 )AMMB ATTACH LONG TApc N SCREWS • 24' 0/C 4 AT MAX 4' FROM CORNERS PROVIDE FINISH NAIL COUNTERSUNK AND STAGGERED e 6' O.C. PUTTY AND SAND SMOOTH. I x 6 FINISH WOOD JAMS NAILED TO SUB BLOCK W "8 GALV. NAILS • 24' 0/C 4 AT MAX 4' FROM COMERS NOTE: FILL DIRT TO REQUIRED LEVEL 2 2 2 JAMB 7' -1 1/2" BARS x16 2 "1 2 "5 8 x 12 2"1 2 " 5 axIS 2 "1 2 "5 8 x 12 2"1 2 "5 l8 x16 2"1 2 "5 8 x 16 2 "1 2"5 8 x 24 2 "1 2 "5 2 "5 BEAMS TO BE AS LISTED UNLESS NOTED OTHERWISE • (� D.9 "2, A1k:) NEW 6X6 0/ #10 W.W. ® REINFORCED CONCRETE DECK SHEAR REINP TIES REQUIR'D "3 AT 8' O.C. *3 AT 6' O.C. *3 AT 8' O.C. "3 AT 6' O.C. *3 AT a' O.G. "3 AT 8' O.C. "3 AT 10' O.C. BOND BEAM SCHEDULE I x 6 FINISH WOO JAMB NAILED TO SUB BLOCK W "8 GALV. NAILS s 24' 0/C 4 AT MAX 4' FROM CORNERS HINGES AS PER PRODUCT APPROVAL. PROVIDE I' x 2 3/8' NOMINAL WOOD CASING COLONIAL STYLE TO RECEIVE PAINT WHITE WASH OR STAIN. FINISH AS SELECTED BY OWNER TYP. BOTH SIDES. P JAMB ROVIDE SU- SUB-BLOCKING ATTACH TO MASONRY W/1 /4' x 3' LONG TApcoN SCREWS e 24' O/C 4 AT MAX 4' FROM CORNERS NOTE: 2 x 4 P.T. WOOD BUCKS ATTACHED W/ 1 -1/4' POUTER ACTUATED PINS 6' FROM CORNERS AND 12' O.G. THRUOUT EXTERIOR DOOR HEAD /JAMS DETAIL FOR C.B.S. CONSTRUCTION N.T.S. 4 11 5 5 1/2" EXPANSION JOINT COLUMN & BEAM DETAILS 16" FILLED CELL TYPICAL 8"X12" & 8 "X16" COLUMN 16" TYPICAL BEAM LAYOUT FOR REBAR AND TIES IN SECTION PROVIDE 2 x 4 WOOD BLOCKING FOR CABINET ATTACHMENT AS REQ'D. MTL. FIRE STOP MID HEIGHT. REFER TO FINISH SCHEDULE FOR BASE. 2"5 BAR 7 2"- PP TYPICAL 4" CONC. SLAB OVER VAPOR BARRIER OVER WELL COMPACTED & POISONED FILL REINFORCED W /6x6 10/10 MESH DOUBLED 30" BEYOND BACK OF FTC. - 1 16'1- - TYPICAL BEARING INTERIOR 1 " 3' -1" FOUNDATION /COLUMN PLAN SCALE: 1 / 4 " = 1.-0" 4" iv DRYWALL GLG. Double 2 X 12's or Solid Wood Beam CORNER COLUMN B-1 TIE BEAM WOOD BEAM NOTE: DETAILS MAY NOT BE TO SCALE ROOF FLOOR STRUCTURE MTL. TOP CHANNEL 1 /2' DRYWALL EA. SIDE ON TOP OF 3 -5/8' MTL. STUDS (23 GA.) a IS' O.C. PROVIDE WOOD BUCKS AT DOOR. CALV. MTL. SOT. CHANNEL REFER TO FINISH SCHEDULE FOR FLOOR FINISH CONC. SLAB. 16" N.T.S. 5' -8" NOTE: FILL DIRT TO REQUIRED LEVEL 0' -0" REF EL FINISHED FLOOR N EXISTING ONE STORY RESIDENCE C.B.S. WALL DETAIL v 1 #5 VERT IN CONC FILLED CELL MAX. 4' -0" O.C. TYPICAL AND ADJACENT TO ALL OPENINGS. -4-- COLUMN WITH REINFORCEMENT. REFER TO SCHEDULE FOR DETAILS. TYPICAL HORIZONTAL REINFORCING PROVIDED AT EVERY OTHER COURSE (16" VERTICALLY). STANDARD NO. 9 LADDER TYPE FOR REIN- FORCEMENT. ALL EXTERIOR WALLS TYPICAL. REINFORCEMENT MUST EXTEND 4" MIN. INTO COLUMNS. LADDERS TO LAP 6" MIN. AT SIDE WIRES. ALL REINFORCEMENT TO BE PER SOUTH FLORIDA BUILDING CODE 2704.1 (BROWARD COUNTY EDITION). PROVIDE I/4' x 3' TAPCON SCREWS THRU. WIDOW 4 WOOD BUCK INTO CONC. FILLED CELL 6' FROM TOP AND BOTTOM AND 24' O.C. MAX SPACING CONC BEAM DROP OVER WINDOW PROVIDE CONT, CAULK • PERIMETER ALUM. WINDOW FRAME SCREWED TO 2 x 4 WOOD BUCK AS PER MANUFACTURERS SPECIFICATIONS. PROVIDE CONT,VERT BEAD 4 EDGE ALUM. WINDOW FRAME SCREWED TO 2 x 4 WOOD BUCK AS PER MANUFACTURERS SPECIFICATIONS. CONC WINDOW SILL 8 ' MASONRY UNIT NOTE, 2 x 4 P.T. WOOD BUCKS ATTACHED 'W/ 1 -1'4' POWER ACTUATED PINS 6' FROM CORNERS ANT: i.2' O.C. THRUOUT 3' -4" 4' -4" 1' -4" I JAMB HEAD - SILL PROVIDE PAINT FINISH OVER 2 COAT STUCCO FINISH 8' MASONRY UNIT FILL CELL SOLID W /CONG. INSULATION ON 8' CM.U. REFER To PLANS FOR INSULATION TYPE 4 R -VALUE G.W.B. TAPED SANDED SMOOTH AND PAINTED G.W.B. TAPED SANDED SMOOTH AND PAINTED PROVIDE CONT,VERT BEAD 4 EDGE PROVIDE I/4' x 3' TAPCON SCREWS THRU. WIDOW 4 WOOD BUCK INTO CONC. FILLED CELL 6' FROM TOP AND BOTTOM AND 24' O.G. MAX SPACING r - SILL CUT TO OPENING PROVIDE CON!, CAULK • PERIMETER INSULATION ON 8' C.MU. REFER TO PLANS FOR INSULATION TYPE 4 R -VALUE WINDOW HEAD, SILL 4 JAMB DETAIL FOR C.B.S. CONSTRUCTION N.T.S. 1 1 C -4 I PI U T 7'- 4' - Pt Typ. C -1 3'- • 2' -6" 5' -8" 2' -2" 3'- 53' -11" 3' -8" 2' -1" 11" 2'- PP 2' -8" 2'- PP 1 to C-4 TYPICAL 4" CONC. SLAB OVER VAPOR BARRIER OVER WELL COMPACTED & POISONED FILL REINFORCED W/6x6 10/10 MESH DOUBLED 30" BEYOND BACK OF FTG. 1 /2" EXPANSION JOINT EDGE OF SLAB 4 E' C e7 CI C(3 e'r4 C4 Px1 H4 EH 44 DI cn DRAWN SK1z) CHECKED C.W. DATE March 12, 2001 JOB NO. A00604 SHEET SHEET 11 OF 14 2 - 4'X10'BEAMS EACH SIDE OF COL. GLUED $ BOLTED URN -FINAL APPROVAL BY ARCHITECT NOTES: 2 - 4' X10' GIRDERS EACI -4 SIDE OF COL. GLUED $ BOLTED 2 "x12' WOOD LEDGER W/ 5 /8 "x6' EXPANSION 4' X10' BOLTS to 24' O.C. WOOD BEAMS 2' X 4' TRIM 2 - 1/2'7 BOLTS (COUNTER SINK) 2 - 1/2'7 BOLTS (COUNTER SINK) I. All Wood To Be Pressure Treated IS 5E4 4'X10' WOOD BEAMS EXTERIOR 12' X12' WALL CONCRETE COLUMNS 4\D COJ NOT TO SCALE EJ AGED FAT10 NOT TO SCALE 2' X 2' TRIM COPPER PAN W/ DRIPLINE \ DE I AI1 . 2 "x12" WOOD LEDGER W/ 5/8 "x6" EXPANSION BOLTS ® 24" O.C. E]J IS 5E4 SUB FASCIA MATCH SLOPE - 4" X 10" WOOD BEAMS TYPICAL TRUSSES ® 24" O.C. BY TRUSS CO. 12" X 12" CONC. COL. NOTES: NEW RIDGE PORCH LEDGER OLD RIDGE SUB FASCIA I. Reroof Existing Residence And Match Proposed Addition Roof. 2. Roof Framing plan is provided only for use in estimating roof design and not intended to be used for construction purposes in place of an engineered truss layout. A qualified truss manufacturer must provide engineered franning plans and signed sealed details incorporating the intended design shown in these drawings. New trusses to be secured as indicated in these drawings and also in accordance with the manufacturer's engineered details and recommendations. 3. All shop drawings that are provided by others must be approved by the Architect of record. As Per. SFBC 2906.15 B I (bb). EXISTING TRUSS A -8 STRAPS TYP. SEE SCHEDULE ON SHEET S -1 -2 SUB FASCIA 4 \D FIROFOS EXISTING TIE BEAM NOT TO SCALE TOP CHORD OF NEW ROOF TRUSS f DETAIL DIAGRAM ¢ EXISTING EXTERIOR WALL APPROVED CONNCETOR PLATES. - SIZE AND LOCATION TO BE SHOWN ON MANUFATURER'S TRUSS DESIGN DRAWINGS. By Truss Co. - BOTTOM CHORD NEW— TIE BEAM NEW f EXTERIOR WALL REVISIONS BY U cf3 z r Cl) 1 EXISTING 3' HIGH WALL TO BE REMOVED EXISTING C.L.F.TO BE REMOVED EXISTING PLANTER TO BE REMOVED NEW CONCRETE FLOOR SLAB ~ i� I 10' -0 " REQD. SETBACK O L 14' -2 "± 31.01' 3''.4 0 — ROOF NOTE MATCH EXISTING ROOF SLOPES \ F. 91ST T Note: Entire House Existing And Proposed To Be Reroofed With Concrete Roof Tiles 0 I in 93.12' co v oQ o N 0 r 0 - =RRACP ,10' -O REQD SE TBA OVERALL SITE/ROOF PLAN SCALE: 1/16" = 3' -6" C.B.S. WALL ' - C.B.S. WALL NOTE CONTRACTOR TO HAVE SURVEYORS SHOOT LINES FOR PLACEMENT OF FOUNDATIONS TO VERIFY THEY ARE UITHIN GOVERNMENT SETBACKS 4 GOVERNMENT UTILITY EASEMENTS. 4 HEIGHT LIMITS. 4' C.B.S. WALL - H ZS Vizoop S EE NGk oF 1"'4f !S TJQs) REVISIONS BY DRAWN SKF CHECKED C.W.F DATE March 12, 2001 SCALE: 1/16" = 1' JOB NO. A00604 SHEET A * •0 SHEET 5 OF 14 NOTE. IF DOOR SPAN EXCEEDS PROVIDE DBL. 2 x 4 SUB BLOCKING. PROVIDE CONTINUOUS CAULK AT ALL CASING EDGES PRIOR TO PAINTING. PROVIDE 2 x 4 WOOD SUB BLOCKING SCREWED is 6' O.C. MAX AND ENDS ONTO CONT. MIL. TRACK OR WOOD HEADER REFER TO TYP. INTERIOR PARTITION FOR DESCRIPTION. PROVIDE 1 /S' SHIM SPACE TYPICAL AT JAMB AND HEAD BETWEEN SUS - BLOCKING AND WOOD JAMBS. GUS. ON PARTITION T7P. ON SOTH SIDES. TYP. WOOD CASING. PROVIDE 2 x 4 CO. TN JAMB SUB- BLOCKING IF DOOR IS HIGHER THAN B' - CV USE DSL. 2 x 4 WOOD PARTITION REFER TO TYP. INTERIOR PARTITION FOR DESCRIPTION. PROVIDE CONT. CAULK PROVIDE FINISH NAIL COUNTERSUNK AND STAGGERED • 6' O.G. PUTTY AND SAND SMOOTH. INTERIOR DOOR JAMB /HEAD DETAIL N.T.S. 1 X 6 FINISH WOOD JAMB SCREWED TO SUB BLOCK AT 5' O.G. MAX. W/MIN. I E/2' SCREWS MEM PROVIDE I' x 2 3/5' NOMINAL WOOD CASING COLONIAL STYLE TO RECEIVE PAINT WHITE WASH OR STAIN. FINISH AS SELECTED BY OWNER TYP. BOTH SIDES. PROVIDE TWO PAIR OF HINGES PER DOOR V.ON. W/MIN 3 SCREWS PER LEAF INTO DOOR AND WD. JAMS. MORTISE FINISH SHALL BE ANTIQUE BRASS V. 0. N x I/2' WD. DOOR STOP. (REFER TO DOOR SCHEDULE FOR SIZE THICKNESS. TYPE AND FINISH) 2 x 6 FASCIA REF. CEILING HEIGHT CUTTER, N. SPOUT 4 FLASHING VENTS PER CODE MATCH STYLE OF EXISTING OVERHANG ALUM. FRAME WDWS. BRING - 1 VERT. BAR UPeD JOINT 4 4' O.C. STUCCO ON 8" CONC. BLOCK TO MATCH EXISTING REF. FLOOR SLAB VARIES 16" x 24" STEM WALL CONC. FTC. W/ 4 -#5 BOTT. CONT. ( SEE FOUNDATION PLAN) 1 �T iiiIIliiIiI iiiiiiii iiiiii IiIii /II 1 • .'a . CONCRETE ROOF TILES OVER 30EP FELT TIN -CAPED TO 5/8" CDX PLYWOOD SHEATHING ( TO MATCH EXISTING ) HURRICANE STRAP A -1 (SEE CHART BELOW) 25" OVERLAP FOR REBAR APPROX. FIN. GRADE 1/2" BLK RECESS MI MI MI MO MS Ei is EN A r. AL tl� III IIII • I _ 4 12 * NOTE FILL DIRT TO REQUIRED LEVEL c.5.s. !MA TIE BEAM ( TO MATCH EXISTING ) 8X15, 4 #5 BARS CONTINUOUS TOP AND BOTTOM DOWEL LAP 30" MIN. L INTEL CONCRETE SILL 1 x APRON 5/8' GYP. BD. ON 1 x 2 P.T. WOOD FURRING 24" O.C. R -42 INSULATION BETWEEN FURRING (SEE ENERGY CALC'S) APPLIED WOOD BASE. / SMOOTH 4" CONC. SLAB W/6 x 10/10 MESHON 4 MIL VISQUEEN VAPOR BARRIER sss�ssss- # 3 TRANSVERSE BARS ' 12" O.C. AT 5' PERIMETER OF SLAB. • mr 4 L 1 COMPACTED TREATED FILL SEE 5015 REPORT SCALE N.T.S. 1. SEC 1 * NOTE. DEPRESS TOP OF INSULATION AT EXTERIOR WALL TO PROVIDE MIN. 1 1/2" VENTILATION SPACE PREFAB. WOOD TRUSSES. BY TRUSS COMPANY BATT INSULATION R30 OR (SEE ENERGY CALC'S) TRAY CEILING 5/8 GYP WALLBOARD ON WD. TRUSSES ' 24' O.C. * NOTE CELLS FILLED ' 4' -0" OC. W/ 2 r BARS VERT. CONT. e 4' -0" OC. * NOTE ADD'L MESH IN TOP OF SLAB - TYPICAL AT MONO. FOOTINGS, (30" BEYOND FOOTING) BASED ON GOOD SOILS REPORT A5 PER SHEET A1 ENGINEERED ROOF TRUSSES 5/8" CDX PLYWOOD SHEATHING SECURED WITH 8d GALV. NAILS SPACED AT 6" MAX. O.C. THROUGHOUT AND 4" MAX. O.C. OVER GABLE MEMBERS. 9 K UPLIFT MAX TYP. UNLESS NOTEID OTHERWISE DI GALVANIZED DRIP EDGE SECURED WITH CEMENT AND GALVANIZED NAILS SPACED 4" O.C. AROUND ENTIRE EDGE OF ROOF. WITH LAPS OF NO LESS THAN 3 ". NOT TO SCALE BLOCKING IF REQUIRED • • • • ROOF COVERING DETAIL NOTES: I. INSTALL PLYWOOD PANELS AS SHOWN ON DETAIL BELOW APHRAGM BOUNDARY 2. SPACE NAILS • 10' O.G. ALONG INTERMEDIATE FRAMING MEMBERS FOR FLOORS AND 6' FOR ROOFS DADE COUNTY APPROVED CONCRETE TILES — 6 NAILS PER SHINGLE. USE 1 1/4" MIN. GALV. ROOFING NAILS. USE OF STAPLES ONT PERMITTED. ALL METAL EDGES SEALED WITH 8" MIN. MASTIC AS TILES ARE APPLIED. DADE COUNTY APPROVED YELLOW STRIPE #30 FELT (ASTM D -226) BASE SHEET COVERING ENTIRE ROOF SURFACE. HORIZONTAL LAPS 4" MIN. VERTICAL LAPS 18" MIN. TIN TABS TO SECURE 30 LB. FELT TO ROOF DECKING. TABS SPACED 12" O.C. MAX. OVER FIELD AND 6" O.C. MAX. AT LAPS. ( DIRECTION OF W/D TRUSSES OR FRAMING ) Al SINGLE RIVETED TRUSS ANCHOR NOTE: (2) STRAPS ARE TAPR AND (2) ARE TAP ( PROVIDE ONE BEAM SEAT PER SIDE ) AND MOISTURE BARRIER AS REQUIRED. 4' BETWEEN STRAPS MULTIPLE RIVETED TRUSS ANCHORS ( UP TO FOUR ) N.T.S. ROOF DIAGRAM REVISIONS BY 0 0 • E-i °' CQ E . O 0 44 C oto .Q In 4,, q x � cr5 A o o E 0 -44 E-• - t4 (n cv 4., x E-4 O ••••••• : 0M DRAWN SKP CHECKED C.W.F DATE March 12, 2001 SCALE: 1" = 1' JOB NO. A00604 SHEET • • 2 SHEET 14 OF 14 PLY U1OOD ROOF SHEAR RIVETED TRUSS ANCHOR SCHEDULE (106 COM) CONCRETE TIE —BEAM TO TRUSS O ROOF PANEL GRADE SIZE PRODUCT CODE GAUGE • DIMENSIONS NUMBER OF COM, NAILS ALLOWABLE LOADS LATERAL UPLIFT UPLIFT NUMBER OF STRAPS ROOF zones L 2 13 OUT OF CONCRETE OVERALL LENGTH MARK A2 A3 133% 1607. 10d COM, A - 1 1 20 TAPR216 14 16 20 6 595 210 1000 A - 2 1 20 TAPR216 14 16 20 8 595 210 1340 A - 3 2 20 TAPR216 14 16 20 10 EACH 1190 420 3900 A - 4 2 26 TAPR222 14 22 26 12 EACH 1190 420 5850 A - 5 3 26 TAPR222 14 22 26 12 EACH 1785 630 5400 A - 6 4 26 TAPR222 14 22 26 12 EACH 2380 840 7800 -- USE ALL FASTENERS IN SCHEDULE TO ACHIEVE VALUES INDICATED, MINIMUM EDGE DISTANCE IS 2' -- ALLOW 4' EMBEDMENT IN CONCRETE -- 'TAPR' IS 'TAP' WITH A RIVETED BEAM SEAT EITHER STRAP YIELDS SAME UPLIFT. -- DESIGN LOADS BASED ON USE OF SOUTHERN YELLOW PINE, SG +0.55 A — 7 FASTEN NEW STRAP TO EXISTING CONCRETE BEAM AS FOLLOWS SEMCO RTP 181220 TWISTED STRAP OR EQ. WITH (8) 10d COM, NAILS TO TRUSS & (3) 1/4' DIAM x 1 1/2' TAPCON SCREWS @ 3' D.C. MIN. (UPLIFT CAPACITY = 1.2K) A — 8 FASTEN NEW STRAP TO EXISTING WOOD BEAM AS FOLLOWS SEMCO RTP 181220 TWISTED STRAP ER EQ. WITH (8) 10d COM. NAILS TO TRUSS & (3) 1/4' DIAM x 1 1/2' SCREWS @ 3' D.C. MIN. (UPLIFT CAPACITY = 12K) NOTE. IF DOOR SPAN EXCEEDS PROVIDE DBL. 2 x 4 SUB BLOCKING. PROVIDE CONTINUOUS CAULK AT ALL CASING EDGES PRIOR TO PAINTING. PROVIDE 2 x 4 WOOD SUB BLOCKING SCREWED is 6' O.C. MAX AND ENDS ONTO CONT. MIL. TRACK OR WOOD HEADER REFER TO TYP. INTERIOR PARTITION FOR DESCRIPTION. PROVIDE 1 /S' SHIM SPACE TYPICAL AT JAMB AND HEAD BETWEEN SUS - BLOCKING AND WOOD JAMBS. GUS. ON PARTITION T7P. ON SOTH SIDES. TYP. WOOD CASING. PROVIDE 2 x 4 CO. TN JAMB SUB- BLOCKING IF DOOR IS HIGHER THAN B' - CV USE DSL. 2 x 4 WOOD PARTITION REFER TO TYP. INTERIOR PARTITION FOR DESCRIPTION. PROVIDE CONT. CAULK PROVIDE FINISH NAIL COUNTERSUNK AND STAGGERED • 6' O.G. PUTTY AND SAND SMOOTH. INTERIOR DOOR JAMB /HEAD DETAIL N.T.S. 1 X 6 FINISH WOOD JAMB SCREWED TO SUB BLOCK AT 5' O.G. MAX. W/MIN. I E/2' SCREWS MEM PROVIDE I' x 2 3/5' NOMINAL WOOD CASING COLONIAL STYLE TO RECEIVE PAINT WHITE WASH OR STAIN. FINISH AS SELECTED BY OWNER TYP. BOTH SIDES. PROVIDE TWO PAIR OF HINGES PER DOOR V.ON. W/MIN 3 SCREWS PER LEAF INTO DOOR AND WD. JAMS. MORTISE FINISH SHALL BE ANTIQUE BRASS V. 0. N x I/2' WD. DOOR STOP. (REFER TO DOOR SCHEDULE FOR SIZE THICKNESS. TYPE AND FINISH) 2 x 6 FASCIA REF. CEILING HEIGHT CUTTER, N. SPOUT 4 FLASHING VENTS PER CODE MATCH STYLE OF EXISTING OVERHANG ALUM. FRAME WDWS. BRING - 1 VERT. BAR UPeD JOINT 4 4' O.C. STUCCO ON 8" CONC. BLOCK TO MATCH EXISTING REF. FLOOR SLAB VARIES 16" x 24" STEM WALL CONC. FTC. W/ 4 -#5 BOTT. CONT. ( SEE FOUNDATION PLAN) 1 �T iiiIIliiIiI iiiiiiii iiiiii IiIii /II 1 • .'a . CONCRETE ROOF TILES OVER 30EP FELT TIN -CAPED TO 5/8" CDX PLYWOOD SHEATHING ( TO MATCH EXISTING ) HURRICANE STRAP A -1 (SEE CHART BELOW) 25" OVERLAP FOR REBAR APPROX. FIN. GRADE 1/2" BLK RECESS MI MI MI MO MS Ei is EN A r. AL tl� III IIII • I _ 4 12 * NOTE FILL DIRT TO REQUIRED LEVEL c.5.s. !MA TIE BEAM ( TO MATCH EXISTING ) 8X15, 4 #5 BARS CONTINUOUS TOP AND BOTTOM DOWEL LAP 30" MIN. L INTEL CONCRETE SILL 1 x APRON 5/8' GYP. BD. ON 1 x 2 P.T. WOOD FURRING 24" O.C. R -42 INSULATION BETWEEN FURRING (SEE ENERGY CALC'S) APPLIED WOOD BASE. / SMOOTH 4" CONC. SLAB W/6 x 10/10 MESHON 4 MIL VISQUEEN VAPOR BARRIER sss�ssss- # 3 TRANSVERSE BARS ' 12" O.C. AT 5' PERIMETER OF SLAB. • mr 4 L 1 COMPACTED TREATED FILL SEE 5015 REPORT SCALE N.T.S. 1. SEC 1 * NOTE. DEPRESS TOP OF INSULATION AT EXTERIOR WALL TO PROVIDE MIN. 1 1/2" VENTILATION SPACE PREFAB. WOOD TRUSSES. BY TRUSS COMPANY BATT INSULATION R30 OR (SEE ENERGY CALC'S) TRAY CEILING 5/8 GYP WALLBOARD ON WD. TRUSSES ' 24' O.C. * NOTE CELLS FILLED ' 4' -0" OC. W/ 2 r BARS VERT. CONT. e 4' -0" OC. * NOTE ADD'L MESH IN TOP OF SLAB - TYPICAL AT MONO. FOOTINGS, (30" BEYOND FOOTING) BASED ON GOOD SOILS REPORT A5 PER SHEET A1 ENGINEERED ROOF TRUSSES 5/8" CDX PLYWOOD SHEATHING SECURED WITH 8d GALV. NAILS SPACED AT 6" MAX. O.C. THROUGHOUT AND 4" MAX. O.C. OVER GABLE MEMBERS. 9 K UPLIFT MAX TYP. UNLESS NOTEID OTHERWISE DI GALVANIZED DRIP EDGE SECURED WITH CEMENT AND GALVANIZED NAILS SPACED 4" O.C. AROUND ENTIRE EDGE OF ROOF. WITH LAPS OF NO LESS THAN 3 ". NOT TO SCALE BLOCKING IF REQUIRED • • • • ROOF COVERING DETAIL NOTES: I. INSTALL PLYWOOD PANELS AS SHOWN ON DETAIL BELOW APHRAGM BOUNDARY 2. SPACE NAILS • 10' O.G. ALONG INTERMEDIATE FRAMING MEMBERS FOR FLOORS AND 6' FOR ROOFS DADE COUNTY APPROVED CONCRETE TILES — 6 NAILS PER SHINGLE. USE 1 1/4" MIN. GALV. ROOFING NAILS. USE OF STAPLES ONT PERMITTED. ALL METAL EDGES SEALED WITH 8" MIN. MASTIC AS TILES ARE APPLIED. DADE COUNTY APPROVED YELLOW STRIPE #30 FELT (ASTM D -226) BASE SHEET COVERING ENTIRE ROOF SURFACE. HORIZONTAL LAPS 4" MIN. VERTICAL LAPS 18" MIN. TIN TABS TO SECURE 30 LB. FELT TO ROOF DECKING. TABS SPACED 12" O.C. MAX. OVER FIELD AND 6" O.C. MAX. AT LAPS. ( DIRECTION OF W/D TRUSSES OR FRAMING ) Al SINGLE RIVETED TRUSS ANCHOR NOTE: (2) STRAPS ARE TAPR AND (2) ARE TAP ( PROVIDE ONE BEAM SEAT PER SIDE ) AND MOISTURE BARRIER AS REQUIRED. 4' BETWEEN STRAPS MULTIPLE RIVETED TRUSS ANCHORS ( UP TO FOUR ) N.T.S. ROOF DIAGRAM REVISIONS BY 0 0 • E-i °' CQ E . O 0 44 C oto .Q In 4,, q x � cr5 A o o E 0 -44 E-• - t4 (n cv 4., x E-4 O ••••••• : 0M DRAWN SKP CHECKED C.W.F DATE March 12, 2001 SCALE: 1" = 1' JOB NO. A00604 SHEET • • 2 SHEET 14 OF 14 PLY U1OOD ROOF SHEAR DIAPHRAGM SCHEDULE ROOF PANEL GRADE FRAMING TRUSS SPCC. MINIMUM PANEL THICKNESS NAIL SRCG. COMMON NAIL SIZE REMARKS 8 DIAPH BOUNDARIES 8 OTHER PANEL EDGES ROOF zones L 2 13 APA RATED SHEATHING STRUCT, 11 EXT. OR EQUAL 24'0Z. 5/8' NOM. 6' 6' Bd NOTE. IF DOOR SPAN EXCEEDS PROVIDE DBL. 2 x 4 SUB BLOCKING. PROVIDE CONTINUOUS CAULK AT ALL CASING EDGES PRIOR TO PAINTING. PROVIDE 2 x 4 WOOD SUB BLOCKING SCREWED is 6' O.C. MAX AND ENDS ONTO CONT. MIL. TRACK OR WOOD HEADER REFER TO TYP. INTERIOR PARTITION FOR DESCRIPTION. PROVIDE 1 /S' SHIM SPACE TYPICAL AT JAMB AND HEAD BETWEEN SUS - BLOCKING AND WOOD JAMBS. GUS. ON PARTITION T7P. ON SOTH SIDES. TYP. WOOD CASING. PROVIDE 2 x 4 CO. TN JAMB SUB- BLOCKING IF DOOR IS HIGHER THAN B' - CV USE DSL. 2 x 4 WOOD PARTITION REFER TO TYP. INTERIOR PARTITION FOR DESCRIPTION. PROVIDE CONT. CAULK PROVIDE FINISH NAIL COUNTERSUNK AND STAGGERED • 6' O.G. PUTTY AND SAND SMOOTH. INTERIOR DOOR JAMB /HEAD DETAIL N.T.S. 1 X 6 FINISH WOOD JAMB SCREWED TO SUB BLOCK AT 5' O.G. MAX. W/MIN. I E/2' SCREWS MEM PROVIDE I' x 2 3/5' NOMINAL WOOD CASING COLONIAL STYLE TO RECEIVE PAINT WHITE WASH OR STAIN. FINISH AS SELECTED BY OWNER TYP. BOTH SIDES. PROVIDE TWO PAIR OF HINGES PER DOOR V.ON. W/MIN 3 SCREWS PER LEAF INTO DOOR AND WD. JAMS. MORTISE FINISH SHALL BE ANTIQUE BRASS V. 0. N x I/2' WD. DOOR STOP. (REFER TO DOOR SCHEDULE FOR SIZE THICKNESS. TYPE AND FINISH) 2 x 6 FASCIA REF. CEILING HEIGHT CUTTER, N. SPOUT 4 FLASHING VENTS PER CODE MATCH STYLE OF EXISTING OVERHANG ALUM. FRAME WDWS. BRING - 1 VERT. BAR UPeD JOINT 4 4' O.C. STUCCO ON 8" CONC. BLOCK TO MATCH EXISTING REF. FLOOR SLAB VARIES 16" x 24" STEM WALL CONC. FTC. W/ 4 -#5 BOTT. CONT. ( SEE FOUNDATION PLAN) 1 �T iiiIIliiIiI iiiiiiii iiiiii IiIii /II 1 • .'a . CONCRETE ROOF TILES OVER 30EP FELT TIN -CAPED TO 5/8" CDX PLYWOOD SHEATHING ( TO MATCH EXISTING ) HURRICANE STRAP A -1 (SEE CHART BELOW) 25" OVERLAP FOR REBAR APPROX. FIN. GRADE 1/2" BLK RECESS MI MI MI MO MS Ei is EN A r. AL tl� III IIII • I _ 4 12 * NOTE FILL DIRT TO REQUIRED LEVEL c.5.s. !MA TIE BEAM ( TO MATCH EXISTING ) 8X15, 4 #5 BARS CONTINUOUS TOP AND BOTTOM DOWEL LAP 30" MIN. L INTEL CONCRETE SILL 1 x APRON 5/8' GYP. BD. ON 1 x 2 P.T. WOOD FURRING 24" O.C. R -42 INSULATION BETWEEN FURRING (SEE ENERGY CALC'S) APPLIED WOOD BASE. / SMOOTH 4" CONC. SLAB W/6 x 10/10 MESHON 4 MIL VISQUEEN VAPOR BARRIER sss�ssss- # 3 TRANSVERSE BARS ' 12" O.C. AT 5' PERIMETER OF SLAB. • mr 4 L 1 COMPACTED TREATED FILL SEE 5015 REPORT SCALE N.T.S. 1. SEC 1 * NOTE. DEPRESS TOP OF INSULATION AT EXTERIOR WALL TO PROVIDE MIN. 1 1/2" VENTILATION SPACE PREFAB. WOOD TRUSSES. BY TRUSS COMPANY BATT INSULATION R30 OR (SEE ENERGY CALC'S) TRAY CEILING 5/8 GYP WALLBOARD ON WD. TRUSSES ' 24' O.C. * NOTE CELLS FILLED ' 4' -0" OC. W/ 2 r BARS VERT. CONT. e 4' -0" OC. * NOTE ADD'L MESH IN TOP OF SLAB - TYPICAL AT MONO. FOOTINGS, (30" BEYOND FOOTING) BASED ON GOOD SOILS REPORT A5 PER SHEET A1 ENGINEERED ROOF TRUSSES 5/8" CDX PLYWOOD SHEATHING SECURED WITH 8d GALV. NAILS SPACED AT 6" MAX. O.C. THROUGHOUT AND 4" MAX. O.C. OVER GABLE MEMBERS. 9 K UPLIFT MAX TYP. UNLESS NOTEID OTHERWISE DI GALVANIZED DRIP EDGE SECURED WITH CEMENT AND GALVANIZED NAILS SPACED 4" O.C. AROUND ENTIRE EDGE OF ROOF. WITH LAPS OF NO LESS THAN 3 ". NOT TO SCALE BLOCKING IF REQUIRED • • • • ROOF COVERING DETAIL NOTES: I. INSTALL PLYWOOD PANELS AS SHOWN ON DETAIL BELOW APHRAGM BOUNDARY 2. SPACE NAILS • 10' O.G. ALONG INTERMEDIATE FRAMING MEMBERS FOR FLOORS AND 6' FOR ROOFS DADE COUNTY APPROVED CONCRETE TILES — 6 NAILS PER SHINGLE. USE 1 1/4" MIN. GALV. ROOFING NAILS. USE OF STAPLES ONT PERMITTED. ALL METAL EDGES SEALED WITH 8" MIN. MASTIC AS TILES ARE APPLIED. DADE COUNTY APPROVED YELLOW STRIPE #30 FELT (ASTM D -226) BASE SHEET COVERING ENTIRE ROOF SURFACE. HORIZONTAL LAPS 4" MIN. VERTICAL LAPS 18" MIN. TIN TABS TO SECURE 30 LB. FELT TO ROOF DECKING. TABS SPACED 12" O.C. MAX. OVER FIELD AND 6" O.C. MAX. AT LAPS. ( DIRECTION OF W/D TRUSSES OR FRAMING ) Al SINGLE RIVETED TRUSS ANCHOR NOTE: (2) STRAPS ARE TAPR AND (2) ARE TAP ( PROVIDE ONE BEAM SEAT PER SIDE ) AND MOISTURE BARRIER AS REQUIRED. 4' BETWEEN STRAPS MULTIPLE RIVETED TRUSS ANCHORS ( UP TO FOUR ) N.T.S. ROOF DIAGRAM REVISIONS BY 0 0 • E-i °' CQ E . O 0 44 C oto .Q In 4,, q x � cr5 A o o E 0 -44 E-• - t4 (n cv 4., x E-4 O ••••••• : 0M DRAWN SKP CHECKED C.W.F DATE March 12, 2001 SCALE: 1" = 1' JOB NO. A00604 SHEET • • 2 SHEET 14 OF 14 • ( ' j _ •k � ' `' t o i) q iii t p it \ 15 / IP__ _ r al C. - -- I t t i` / f - YEI • ` I t ct ' +E^ ` I • t . • 15U. 1 , It''.. 4•%,7.1., I/ 7 ;1-3 ti • t) , ...M+. -. f2 31"1:12 rd SG dT ;�4tarl iateiid„ fy ,.•,,- * .!tit t, el€ehical f; LyAvt 1.u4 fro •Zs.AE SO . 46 Sa r.t; tiwc:s 1 °;"s•• All reinfo:+ =a' atd A, �+ � witia3 At v4 lotutt