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09-709-019NOTE TO OONTRAOTOR: - ALL FIELD DIMENSIONS/ELEVATIONS MUST BE FIELD - VERIFIED BY CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. IF THERE 15 A D15CREPANCY, PLEASE CONTACT THE ENGINEER OF RECORD BEFORE CONTINUING WORK - BEFORE COMMENCING CONSTRUCTION, CONTRACTOR MUST REFER TO ARCHITECTURAL DRAWINGS TO VERIFY LOCATION AND ELEVATIONS OF WINDOW/DOOR OPENINGS. ROUGH 51ZE OF OPENINGS MUST BE VERIFIED WiTH MANUFACTURER - FOR FLOOR DRAINS AND SLOPES REFER t0 ARCHITECTURAL DRAWINGS. LEGEND= REINFORCED MA50NK -T-: 8 RM 24 I I I I SIZE OF REINFORCED SiZE OF CENTER TO BLOCK MASONRY BARS CENTER 5PA'G. ALL REINFORCED MASONRY WALLS SHALL BE PROVIDE WITH n DUR -O -WALL LADDER TYPE HORIZONTAL REINFORCEMENT AT 16" O/C VERTICALLY. HORIZONTAL REINFORCEMENT MIN. OF 4" INTO ALL CONCRETE COLUMNS. DENOTES ADDITIONAL VERT. BAR IN GONG. FILLED HLOCK CELL. crazy DENOTES REINFORCED BLOCK WALL_ it CONNECTION O3 -, NET UPLIFT = 4942 Ibs G=RAVITY = 5139 Ibs CONNECTOR TYPE I CONNECTION NET UPLIFT = 685 Ibs U N GRAVITY = 419 Ibs NV358 -16 : Characteristics �0 CONNECTOR TYPE E� NVRT -24 : Gharacterlstics Allowable Loads - Uplift : 3086 Lbs N Fl : 2691 Lbs Q F2 : 2528 Lbs tt) Fastener schedule: Strap = 10 -106 tQ w Seat = 6 -I06 x 11/2" Design by Engineer. See detail "A" in sheet 5-5 Gravlty : 4215 Lbs Allowable Loads - Uplift : 2133 Lbs + 122 Lbs CONNECTION 16 Fl : 1611 Lbs NET UPLIFT = 1153 Ibs 1=2 : 1943 Lbs GRAVITY = 610 Ibs C U CONNECTOR TYPE OE `1' TYPE OE Connections 16, 21, 23, 4 25 _ CONNECTION O o NET UPLIFT = 20'19 Iba GRAVITY = 1818 Ibs _ CONNECTOR TYPE , Seat - 6 -10d x 11/2" CONNECTION Allowable Loads - Uplift 1233 Lbs NET UPLIFT = 1265 ibs Fl : 1611 Lbs GRAVITY = 990 Ibs F2 : 1943 Lbs CONNECTOR TYPE Gravity : 1815 Lbs NET UPLIFT = 1281 Ibs 0 rt Ort N it CONNECTION O3 -, NET UPLIFT = 4942 Ibs G=RAVITY = 5139 Ibs CONNECTOR TYPE I CONNECTION NET UPLIFT = 685 Ibs and N GRAVITY = 419 Ibs NV358 -16 : Characteristics Nu -Vue - Twisted Rafter Ties CONNECTOR TYPE E� NVRT -24 : Gharacterlstics Allowable Loads - Uplift : 3086 Lbs Miami -Dade County Approval No. 08- 0326.11 Fl : 2691 Lbs Fastener schedule: Truss = 4 -16d F2 : 2528 Lbs Tie Beam = 6 -114" Tapcon, Fastener schedule: Strap = 10 -106 min. embedded 1114 ". Seat = 6 -I06 x 11/2" Design by Engineer. See detail "A" in sheet 5-5 Gravlty : 4215 Lbs Allowable Loads - Uplift : 2133 Lbs + 122 Lbs GENERAL NOTES: 1.- ALL ELEVATION ARE REFERENCED TO A TOP OF SLAB U ELEVATION ( +) O' -O "_ Q 2_- TOP OF SPREAD FOOTING ELEVATION ( -) 2' -0" TYPICAL UNLESS OTHERWISE NOTED. 3.- PROVIDE 6 MIL VAPOR BARRIER OVER WELL CONNECTION 11 LL LL COMPACTED FILL, IN ALL ENCLOSED AREAS_ NET UPLIFT = 604 Ibs E5510N5 W/ GRAVITY 580 lbs 4.- COORDINATE ALL SLAB DROPS AND DEPR - ARCHiTECTURAL AND MECHANICAL DRAWINGS. CONNECTOR TYPE 5_- FOR FOOTING SCHEDULE, SEE SHEET S -8, 6.- FOR THICKENED EDGE (T.E.) DETAIL, SEE DETAIL, SEE SHEET 5 -1. 1.- FOR SAW -CUT JOINT (C.J.) DETAIL, SEE SHEET 5-1_ CONNECTION 16 N 8.- FOR EXPANSION JOINT DETAIL, SEE SHEET 5 -1. NET UPLIFT = 1153 Ibs 9_- FOR GENERAL STRUCTURAL NOTES SEE SHEET S -9_ GRA1rITY - 6-10 Ibs NOTE TO TRUSS i" IANUFAGTURER: - OVERSTRESSING OF TRU55 METAL PLATES 15 NOT ALLOWED BY ASCE -1 -05. CONNECTOR TYPE CONNECTION NET UPLIFT = 685 Ibs GRAVITY = 419 lbs CONNECTOR TYPE 0 NOTE TO TRU55 1" 1ANUF=AGTURER: -ALL TRUSSES SHALL BE DESIGNED TO SUPPORT A MINIMUM OF 200 Ibs AT ANY SINGLE PANEL OF THE BOTTOM CHORD NOTE: ALL NAILER6 AND LEDGERS SHALL BE PRESSURE TREATED (P.T.) SOUTHERN YELLOW PiNE No. 2 04 a 12" O.C.- (BOT CONNECTION 3 O ® CONNECTION NET UPLIFT = 685 lbs GRAVITY = 419 lbs NET UPLIFT = 685 Ibs < N CONNECTOR TYPE E „ GRAVITY = 419 lbs ' 21-0 0 21 -4 2' -O' 141 Du 2 -0 34 -2 CONNECTOR TYPE E 2'-0 (Q • — — - ,� cD PREFAB_ JACK TRUSSES 6 24" O_C_ PREFAB_ JACK TRUSSES 24" D.G. Uj N OL p O ri S -6 RTB 2 E .+2 _0�� 1 - I � •1 I CONNECTI N I I �'� j, 1 1 I I 1 I I N I� _ 04 _ NET UPLIFT - 685 lbs _ _~ ui i r 7 GRAVITY - 419 Ibs T• ` `SS "� I I CONNECTOR TYPE O I IRDER 76 9' I CONNECTION I1 _ ( GIRDE RUSS I NET UPL IFT = 604 Ibe H O _ _ CONNECT N Q �., rt GRAVITY = 580 Ibs I IN NET UPLIFT 2914 Ibs 1 -I 2 x4 WOOD Ic„ t N I 1 + - CONNECTOR TYPE Q I 1 + GRAVITY = 2 0 Ibs BRACING • 8'r I �9 3-12 (SOTTO ) 1 I W /--GRAVITY CONNECTION O3 1 I W -- T _ S -5 I _ II _ N NET UPLIFT = 4942 Ibs IC'+ _CONNECTION 12 1 I� - - �— 11(p = 5139 Ibs I Im NET UPLIFT = 1691 Ibs 2'x4 ' CONNECTION 9� , t- I ua I CONNECTOR TYPE © Qr GRAVITY = 162S Ibs I _ DIAGONAL_ N T U�'LIFt = 928 Ibs 1 1 BRACING GRAVITY = 945 [be 1 1 I I -- T 1 U I CO4128' TYP G I - -- - - - NET UPLIFT = 1478 Ibs = I GI ER TRUSS -- - GRAVITY = 1 61 -� jT T � R1� -2fL. + 2 -O -� NE I I _ _ _ -- -- -- 2 ;T NE UPL Iba _ _ - - DIAGONAL WI 1 1 `�i �� VIT`� = 112 lds i i s II i I II G NECIfOR Fl YP I „ III �- _5 )i- I W BRAG ING PR AB. WOO T 55E 6 0 — — I ON ECT ON �- I INET �1PL lqT = 1165 1ps 1T `-'' I IGRAYITY I= 99Q lb sl I - `�- I I H9 N 2 x cil� ON ECT R T PE D t- _ _ _ _ _ 2"x4" WOOD _ _ _ Ell LJ _ ^I� I `I��j I I DiAPON4L "x4' WO D ly CONNEGTIO 13 SRAGING * 8' O" i I IL I I+ 312 11� I I I I f3RA CINC� RA ING 8' O" IiIItJ NET UPLIFT = 43 Ibs MAX. IBOTTO ) (K I I_„j __ +- I I I RI E AX O_TO ) --- I II - - - -- - - - i--N+I _ GRAVITY = 153 be F 1 (L -G NE ION 15 CONNECTOR TYP QH NE UP IFT = 543 Ibs c� I SE9 DE1IA1 '113" RIDGE I I Hff a'-to" G VIT = 5 2 lb m ON HE I S_4 COIF INE OR I YP O C NN tl0 ® CONNECTION ,@ I III NET UPLIFT = [2342 Ibs II I I I't I G NE TIO ® I v N T U I 92 Ibs NE UP IFT 126 Iba I ��' G AV Y = 45 I a 1 GRAVITY = 2498 Ibs G AVIt = 90 I s I I CQNN ¢TO9 YPIE J� CONNECTOR TYPE I _ G_ C NE T ©R TYP D _ I mm I • a/L 1 I_ 3�, '4.-I_ - - - - - I I I II I I � `� �` GO NE ION -2 cor 1 LK3' -O'. -I- - L _ IRD R U55 NE UPLIFT 345 lbs I J_ L. e- rAjMECIiDR �YPri O WR 4" GONG. SLAB CHIMNEY (ELEV. +261 -611) GONNEOTION ANGNORAGE DEeCRIFTION: TYPE ® Connection 1 Nu -Vue - Uplift Strap Connector NVUCF 183 LF Characteristics (Refer to signed and sealed specifications attached to calculation) Allowable Loads - Uplift : 14020 Lbs Fl : 6000 Lbs F2 : 5510 Lbs Fastener schedule: Steel Plate : 3/4" t Thru Bolt_ Tie Beam = 2 -3/4" 0 Wedge -Bolt Anchor from Powers f=asteners, Inc. Min. embedment TYPE © Connections 3, 4 4 6 Nu -Vue - Uplift Strap Connector NVUCF 182 LF Characteristics (Refer to signed and sealed specifications attached to calculation) Allowable Loads - Uplift : 6500 Lbs F1 : 5000 Lbs F2 : 5090 Lbs Fastener schedule: Steel Plate : 3/4" 1 Thru Bolt. Tie Beam ■ 2 -3/4" * Hllti Kwik Bolt II Exp. Anchors. (bolts). Min_ embedment = 6 ". SG: 3116" = 1' -O" TYPE © Connection 2 and Nu -Vue - NVTH Double Strap Nu -vue - Wood Hanger - 2 Ply NV358 -16 : Characteristics Nu -Vue - Twisted Rafter Ties Miami -Dade County Approval No. 04- 0510.03 NVRT -24 : Gharacterlstics Allowable Loads - Uplift : 3086 Lbs Miami -Dade County Approval No. 08- 0326.11 Fl : 2691 Lbs Fastener schedule: Truss = 4 -16d F2 : 2528 Lbs Tie Beam = 6 -114" Tapcon, Fastener schedule: Strap = 10 -106 min. embedded 1114 ". Seat = 6 -I06 x 11/2" Design by Engineer. See detail "A" in sheet 5-5 Gravlty : 4215 Lbs Allowable Loads - Uplift : 2133 Lbs + 122 Lbs Fl : 1611 Lbs CONNECTION 0 1=2 : 1943 Lbs 0 C U j � � �Q�� TYPE OE Connections 16, 21, 23, 4 25 Fastener schedule: Strap = 6 -10d x 11/2" Nu - Vue Holden Double Strap Riveted Anchor o s Miami -Dade County Approva I No. 04- 0510.03 _ _ _ _ _TB_ 2 Seat - 6 -10d x 11/2" Allowable Loads - Uplift 1233 Lbs Joist = 6 -1061 x 1 1/2" Fl : 1611 Lbs Allowable Loads - Uplift 1219 Lbs F2 : 1943 Lbs TYPE NO Connection 21 4 29 Gravity : 1815 Lbs NET UPLIFT = 1281 Ibs p LL See Detail "A" in Sheet S -6 P-1 - GRAVITY ■ 1312 Ibs �'q n N I I I I Date: I Drawn: I Checked: N.C. /J.M.R. Proj. No.: Cad File: JOSE M. REQUEJO FL. RA. 15570 0 CONNECTOR TYPE 0 rn IL a I I _ _ - T TB -1 E +23' O' I CONNECTION TION © CONNECTION 2 _ _ - _ _ �I NET UPLIFT =]1251 Ibs CONNE NET U L iFT = 685 Ibs Y 0 U - NET UPLIFT = 2019 Ibs O GRAViTY = 1818 Ibs GRAVITY = 13'12 Ibs CONNECTOR TYPE HO GRAVITY = 419 lbs CONNECTOR TYPE Q { CONNECTOR TYPE d N - -- SEE DETAIL B PREFAB. JACK PREFAB- JACK TRUS ES * 24" O.C_ ON SHEET 5 -1 PREFAB. JACK TRU55ES • 24" O.C. �- -_ —__�- � � TRUSSES � 24" O.C. 22' -4" -O 19' -4 "- 2' -O' - - - - -- -- 31' -6" -O a CONNEGTION_3 —_ — NET UPLIFT = 4942 Ibs CONNECTION 11 ) CONNECTION © CONNECTION (D 2 -� GRAVITY = 5139 Ibs NET UPLIFT =604 Ibs NET UPLIFT = 685 Ibs NET UPLIFT = 8525 lba S 7 S -7 CONNECTOR TYPE ® GRAVITY = 580 Iba CONNECTOR TYPE QJ S -6 GRAVITY = 419 iba CONNECTOR TYPE Q GRAVITY = 9095 Iba CONNECTOR TYPE Q CONNECTION 16 NET UPLIFT = 1153 Ibs GRAVITY = 610 Ibs CONNECTOR TYPE (� ROOF PLAN- SC: 3116" = 1' -0" TYPE © Connection 2 and Nu -Vue - NVTH Double Strap Nu -vue - Wood Hanger - 2 Ply NV358 -16 : Characteristics Nu -Vue - Twisted Rafter Ties Miami -Dade County Approval No. 04- 0510.03 NVRT -24 : Gharacterlstics Allowable Loads - Uplift : 3086 Lbs Miami -Dade County Approval No. 08- 0326.11 Fl : 2691 Lbs Fastener schedule: Truss = 4 -16d F2 : 2528 Lbs Tie Beam = 6 -114" Tapcon, Fastener schedule: Strap = 10 -106 min. embedded 1114 ". Seat = 6 -I06 x 11/2" Design by Engineer. See detail "A" in sheet 5-5 Gravlty : 4215 Lbs Allowable Loads - Uplift : 2133 Lbs + 122 Lbs Fl : 1611 Lbs TYPE (D Connections 8, 10, 12 4 19 1=2 : 1943 Lbs Nu -Vue - Holden Double Strap Riveted Anchor C U NVHTA 18. Characteristics Miami -Dade County Approval No. 04- 0510.03 TYPE OE Connections 16, 21, 23, 4 25 Fastener schedule: Strap = 6 -10d x 11/2" Nu - Vue Holden Double Strap Riveted Anchor Nu - vue Wood to Wood Hanger - 1 Ply NVHTA 18 Characteristics Miami -Dade County Approva I No. 04- 0510.03 JA5 Characteristics Mlamf -Dade County Approval No. 05- 0419.01 Fastener schedule: Strap = 10 -I0d Fastener schedule: Joist - 6 -I0d Seat - 6 -10d x 11/2" Allowable Loads - Uplift 1233 Lbs Joist = 6 -1061 x 1 1/2" Fl : 1611 Lbs Allowable Loads - Uplift 1219 Lbs F2 : 1943 Lbs TYPE FO Connection 5 TYPE (2 Connections 1, 13 414 TYPE J) Connections 9, 11, 18, 20,22 4 24 Nu -vue - Wood Hanger - 2 Ply USP - Face Mount Joist Hangers By truss Manufacturer. NVFW02 Characteristics HUS26 Characteristics Fastener schedule. Truss = 2 -Na" + Thru Bolts Miami -Dade County Approval No. 06- 0921.05 r�l V Girder = 4 -5 /a" 0 Thru Bolts Fastener schedule: Header - 14 -16d TYPE QK Allowable Loads - Uplift : 2910 Lbs Joist = 6 -16d Design by Engineer. See detail "A" in sheet 5-5 Gravlty : 4215 Lbs Allowable Loads - Uplift 1915 Lbs N CV Gravity : 3000 Lbs TYPE Q vl C U Design by Engineer. Sea detail "A" to sheet 6-5 TYPE 0 Connections '3,11, 4 15 TYPE OI Gonnectiona 26 4 28 o � Nu - vue Wood to Wood Hanger - 1 Ply U5P - Framing Angle Connector NV50 Characteristics Miami -Dade County Approval No. 04- 0101.04 JA5 Characteristics Mlamf -Dade County Approval No. 05- 0419.01 TYPE MU Design by Engineer. See detail "A" in sheet S -5 Fastener schedule: Joist - 6 -I0d Fastener schedule: Header = 6 -16d Header = 4 -3/a" x 3" Lag Screws Joist = 6 -1061 x 1 1/2" (� Allowable Loads - Uplift 1219 Lbs Allowable Loads - Uplift : 114 Lbs TYPE NO Connection 21 4 29 Gravity : 1815 Lbs Gravlty : 115 Lbs Design by Engineer. See detail "B" in sheet 5 -5 F� See Detail "A" in Sheet S -6 CONNECTION 16 NET UPLIFT = 1153 Ibs GRAVITY = 610 Ibs CONNECTOR TYPE 0 CONNECTION 11 NET UPLIFT = 604 lbs GRAVITY = 580 Ibs CONNECTOR TYPE/1Q - CONNECTI NET UPL = 2914 Ibs GRAVITY = 2150 Ibs CON CTOR TYPE CONNEC IKON 12 NET UP IFT - 1691 Ibs GRA TY = 1629 Ibs GO NECTOR TYPE @D CONNECTION 40 NET UPLIFT = 2590 lbs GRAVITY = 2498 Ibs CONNECTOR TYPE CONNECTION 16 NET UPLIFT = 1153 Ibs GRAVITY - 610 lbs CONNECTOR TYPE ••♦• ••• • ♦ •••U• V•W f r.! V Y• U• V V V V W U V V 4 V V V V • Y W Y•VVV ♦ 4 W V V U Y V V V V U V V V V V V v V V Y V • • V V U• V V V W • i 4 • V V V V V V V U V V V V V V V V V Y V • • V V f V v • V • V • V V • ♦ • • V V ♦ ♦ ♦ W i f • VVUU UV4VV UVV VYVV Y 4 V i V V W *41141, • N V Y Y V Y r • Y U V 4 V V V u 4• f • • .. y W 4 • r Y f• • W Y v• • C'11'6© 1_01 aPT ' via BT. - l �, BOTAS E=ngineering, jiic. 9576 NT 12tk Sent Salt- / 120 TeL(90i) 416- 51A„1��"1•4,i.(�,•5) +115,l1'l2 r� Q �1 f • „�iF' PATRICIA7,A IIOTR , Pt. t JUC.,���� III fit✓ W l Y / U) r- < ~ ^�ll III W � LJ_ V � 0 0 r T , r�l V OL SCI � r� t O O N CV (0,:) ^ F•+� -i u7 Q Q vl C U C) n o � Y __z Q O W Q V (� U Fri U W F� P-1 00 0 Date: Drawn: Checked: N.C. /J.M.R. Proj. No.: Cad File: JOSE M. REQUEJO FL. RA. 15570